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Link¨ oping Studies in Science and Technology. Thesis No. 1461 Constitutive and fatigue crack propagation behaviour of Inconel 718 David Gustafsson LIU–TEK–LIC–2011:1 Department of Management and Engineering, Division of Solid Mechanics Link¨ oping University, SE–581 83, Link¨ oping, Sweden http://www.solid.iei.liu.se/ Link¨ oping, December 2010

Constitutive and fatigue crack propagation behaviour of Inconel 718

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Page 1: Constitutive and fatigue crack propagation behaviour of Inconel 718

Linkoping Studies in Science and Technology.Thesis No. 1461

Constitutive and fatiguecrack propagation behaviour of

Inconel 718

David Gustafsson

LIU–TEK–LIC–2011:1

Department of Management and Engineering, Division of Solid MechanicsLinkoping University, SE–581 83, Linkoping, Sweden

http://www.solid.iei.liu.se/

Linkoping, December 2010

Page 2: Constitutive and fatigue crack propagation behaviour of Inconel 718

Cover:Gas turbine interior. Courtesy of Siemens.

Printed by:LiU-Tryck, Linkoping, Sweden, 2011ISBN 978-91-7393-258-5ISSN 0280-7971

Distributed by:Linkoping UniversityDepartment of Management and EngineeringSE–581 83, Linkoping, Sweden

c© 2010 David GustafssonThis document was prepared with LATEX, January 5, 2011

No part of this publication may be reproduced, stored in a retrieval system, or betransmitted, in any form or by any means, electronic, mechanical, photocopying,recording, or otherwise, without prior permission of the author.

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Preface

This licentiate thesis has been compiled during the autumn of 2010 at the Divi-sion of Solid Mechanics at Linkoping University. The research has been funded bythe Swedish Energy Agency, Siemens Industrial Turbomachinery AB, Volvo AeroCorporation and the Royal Institute of Technology through the Swedish researchprogram TURBO POWER, the support of which is gratefully acknowledged.

I would like to thank my supervisors, Kjell Simonsson, Johan Moverare, SorenSjostrom and Sten Johansson, for all their help during the work on this thesis.Support and interesting discussions with all the Ph.D. colleagues at the divisionare highly appreciated. I would also like to thank Dr. Tomas Mansson and Dr.Magnus Hornqvist, Volvo Aero Corporation and Dr. Magnus Hasselqvist, Dr. PerAlmroth and Dr. Sven-Gunnar Sundkvist, Siemens Industrial Turbomachinery ABfor valuable discussions. A special thanks to my family and girlfriend who havesupported me all this way.

”R2 says that the chances of survival are 725to 1. Actually R2 has been known to makemistakes... from time to time... Oh dear...”

C-3PO, The Empire Strikes Back

David Gustafsson

Linkoping, December 2010

iii

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Abstract

In this licentiate thesis the work done in the TURBO POWER project Influenceof high temperature hold times on the fatigue life of nickel-based superalloys willbe presented. The overall objective of this project is to develop and evaluate toolsfor designing against fatigue in gas turbine applications, with special focus on thenickel-based superalloy Inconel 718. Firstly, the constitutive behaviour of the ma-terial has been been studied, where focus has been placed on trying to describethe mean stress relaxation and initial softening of the material under intermediatetemperatures. Secondly, the fatigue crack propagation behaviour under high tem-perature hold times has been studied. Focus has here been placed on investigatingthe main fatigue crack propagation phenomena with the aim of setting up a basisfor fatigue crack propagation modelling.

This thesis is divided into two parts. The first part describes the general framework,including basic constitutive and fatigue crack propagation behaviour as well as atheoretical background for the constitutive modelling of mean stress relaxation.This framework is then used in the second part, which consists of the four includedpapers.

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List of Papers

In this thesis, the following papers have been included:

I. D. Gustafsson, J.J. Moverare, S. Johansson, M. Hornqvist, K. Simonsson, S.Sjostrom, B. Sharifimajd (2010). Fatigue crack growth behaviour of Inconel718 with high temperature hold times, Procedia Engineering, Volume 2, pp.1095-1104.

II. D. Gustafsson, J.J. Moverare, K. Simonsson, S. Sjostrom (2010). Modellingof the Constitutive Behaviour of Inconel 718 at Intermediate Temperatures,Accepted for publication in journal of Engineering for Gas Turbines andPower.

III. D. Gustafsson, J.J. Moverare, S. Johansson, K. Simonsson, M. Hornqvist, T.Mansson, S. Sjostrom (2010). Influence of a damaged zone on the fatiguecrack growth behaviour of Inconel 718 with high temperature hold times, Sub-mitted for publication.

IV. J.J. Moverare, D. Gustafsson (2010). Hold-time effect on the thermo-mechanicalfatigue crack growth behaviour of Inconel 718, To be submitted for publica-tion.

Own contribution

In all of the listed papers I have been the main contributor for the modelling,evaluation and writing, except in the fourth one where Johan Moverare did themain writing. Experimental work has been carried out by Bo Skoog, Hakan Brodin,Johan Moverare and Sten Johansson. Microscopy work has been carried out bySten Johansson and Johan Moverare.

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Contents

Preface iii

Abstract v

List of Papers vii

Contents ix

Part I Theory and background 1

1 Introduction 31.1 Design criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.2 The TURBO POWER programme . . . . . . . . . . . . . . . . . . 41.3 The Ph.D project . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51.4 Gas turbines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51.5 Fatigue analysis in gas turbine applications . . . . . . . . . . . . . . 61.6 Nickel-based superalloys . . . . . . . . . . . . . . . . . . . . . . . . 7

1.6.1 Inconel 718 . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

2 Constitutive modelling 92.1 Constitutive behaviour of Inconel 718 . . . . . . . . . . . . . . . . . 92.2 Life regions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102.3 Cyclic loading behaviour . . . . . . . . . . . . . . . . . . . . . . . . 12

2.3.1 Softening . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122.3.2 Mean stress relaxation and Ratchetting . . . . . . . . . . . . 14

2.4 Constitutive models for ratchetting and mean stress relaxation sim-ulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 152.4.1 Ratchetting models . . . . . . . . . . . . . . . . . . . . . . . 152.4.2 Linear kinematic hardening model . . . . . . . . . . . . . . . 162.4.3 Multilinear kinematic hardening model . . . . . . . . . . . . 172.4.4 Nonlinear kinematic hardening model . . . . . . . . . . . . . 172.4.5 Decomposed nonlinear kinematic hardening model . . . . . . 192.4.6 Decomposed nonlinear kinematic hardening model - intro-

ducing a term with a threshold . . . . . . . . . . . . . . . . 21

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CONTENTS

2.4.7 The Ohno and Wang model . . . . . . . . . . . . . . . . . . 222.4.8 Newer advancements . . . . . . . . . . . . . . . . . . . . . . 242.4.9 Application of the OW2 model with corresponding initial

softening model . . . . . . . . . . . . . . . . . . . . . . . . . 24

3 Fatigue crack propagation 273.1 Crack propagation behaviour of Inconel 718 . . . . . . . . . . . . . 28

3.1.1 Mechanisms of intergranular fracture . . . . . . . . . . . . . 303.1.2 Concept of a damaged zone . . . . . . . . . . . . . . . . . . 31

4 Review of included papers 33

Bibliography 35

Part II Included papers 39Paper I: Fatigue crack growth behaviour of Inconel 718 with high tem-

perature hold times . . . . . . . . . . . . . . . . . . . . . . . . . . . 43Paper II: Modelling of the Constitutive Behaviour of Inconel 718 at

Intermediate Temperatures . . . . . . . . . . . . . . . . . . . . . . . 55Paper III: Influence of a damaged zone on the fatigue crack growth

behaviour of Inconel 718 with high temperature hold times . . . . . 69Paper IV: Hold-time effect on the thermo-mechanical fatigue crack growth

behaviour of Inconel 718 . . . . . . . . . . . . . . . . . . . . . . . . 101

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Part I

Theory and background

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1Introduction

Due to environmental issues and economical factors, increasing demands on energyefficiency has driven the the need for more efficient generating turbines and aeroengines. In such engines a higher operating temperature implies that a higherefficiency can be received. However, these high temperatures do not come withoutproblems. Very few materials can withstand the operating conditions in the hottestparts of a gas turbine. For these components nickel-based superalloys are oftenemployed as they possess unique properties under such severe conditions.

In gas turbines the high-temperature load carrying ability of significant componentsis one of the most important factors that set the limit for the design. Even thoughhigh temperature resistant superalloys are used, hot components are usually de-signed to run near their temperature and load limit. Uncertainties in models andmethods used for fatigue life prediction under these circumstances are very prob-lematic. Usual ways to handle the situation are to:

• Reduce the temperatures or loads to attain a better safety margin, meaning amore conservative design and a lower thermal efficiency than would otherwisebe possible.

• Prescribe shorter inspection and component exchange intervals, meaning costincrease and loss in engine availability.

Among the most important questions in gas turbine design is therefore how to pre-dict the fatigue life of such components. The usual load case for these componentsis a start/stop thermo-mechanical load including a hold time at high temperature,where this hold time load is high enough to cause time dependent effects suchas creep deformation. Another complicating fact is that the mechanical proper-ties degrade during long time exposure to high temperature and cyclic loads bye.g. microstructural changes, oxidation and grain boundary embrittlement, thusreducing the fatigue resistance of the material.

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CHAPTER 1. INTRODUCTION

1.1 Design criteria

When designing with respect to fatigue life, two types of criteria are often used

• Fatigue crack initiation

• Fatigue crack propagation

When designing with respect to fatigue crack initiation one determines the numberof service hours from the first engine start until a crack of a certain length is likelyto appear in the structure under consideration. Using this method it is importat tobe able to describe the mechanical behaviour under the specific loading conditionsin order to predict the correct stress and strain distribution in the component.When designing with respect to fatigue crack propagation, one assumes that acrack of a certain length is already present in the material. The task is now tofind the number of service hours until the assumed crack reaches a critical length.Using this methodology, a fatigue crack propagation model correctly accountingfor the loading conditions in the studied component is of central importance.

1.2 The TURBO POWER programme

The research presented in this thesis has been funded through the research pro-gramme TURBO POWER, which is run in collaboration between Energimyn-digheten (The Swedish Energy Agency), Siemens Industrial Turbomachinery AB inFinspang, Sweden, Volvo Aero Corporation in Trollhattan, Sweden and the RoyalInstitute of Technology in Stockholm, Sweden. The objectives of TURBO POWERare to

• Contribute to a sustainable and efficient energy system in Sweden in a mediumand long term view

• Accomplish this by building technology and competence for industry anduniversities within the field of thermal turbomachines and processes. Theprogram is to strengthen relevant research groups at universities and to en-hance the cooperation with industry

• Use and commercialise the obtained results

Siemens Industrial Turbomachinery AB develops and manufactures gas turbines fora wide range of applications. These are mainly land based turbines for generatingpower. Also steam turbines are manufactured. Volvo Aero Corporation developsand manufactures aero engine parts for manufacturers such as General Electric andRolls-Royce, as well as parts for spacecraft.

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1.3. THE PH.D PROJECT

1.3 The Ph.D project

The licentiate thesis presented here has been carried out in the TURBO POWER-project Influence of high temperature hold times on the fatigue life of nickel-basedsuperalloys. This Ph.D project concerns the question of how thermomechanicalcycling in combination with hold times at high temperatures governs the fatiguebehavior, i.e. the initiation and propagation of fatigue cracks, of gas turbine ma-terials. By considering the effect of the cyclic loading, time-dependent inelasticdeformations (creep) and environmental effects (oxidation etc.), enhanced modelsfor life time prediction are to be set up, which are not only capable of describingthe observed fatigue behavior, but also simple enough to be used in real industrialapplications. The knowledge gained in the project will be directly usable in thedesign of more efficient gas turbines. This work is restricted to the nickel-basedsuperalloy Inconel 718 used i.e. in turbine disc components, but will thus involveboth design criteria described above.

Concerning the fatigue crack initiation part, work has been done in modellingthe constitutive behaviour under intermediate temperatures. More specifically, theissue of an adequate mean stress relaxation and initial loading softening descriptionhas been addressed. Concerning the fatigue crack propagation part, the fatiguecrack growth behaviour under high temperature hold times has been investigatedusing material testing and microscopy studies. The analysis has been performedwith the intention of setting up a basis for future crack propagation modelling interms of knowledge of the fracture process and mechanical behaviour.

In order to achieve the objectives of the TURBO POWER programme the temper-ature in the gas turbines are to be increased. To achieve this, one must carefullyconsider the fatigue design criteria described above. Without rigorous fatigue anal-ysis such an increase in operating temperatures can lead to disastrous consequences.

1.4 Gas turbines

Gas turbines are mainly used for jet propulsion and electricity generation. Theefficiency of a gas turbine is, as described above, highly temperature dependent.

The gas turbine has three major components; a compressor, a combustor and aturbine; see Figure 1. Air is drawn from the inlet into the compressor where it ispressurized in several steps. The main part of the compressed air is led into thecombustor where the air is mixed with fuel and ignited, while a small amount ofthis air is led into the turbine as cooling air. The hot gas is then lead into theturbine where the energy of it is converted into rotational energy of the turbine.The turbine shaft drives the compressor and, in case of a stationary electricity-generating gas turbine, a generator and, in case of a jet engine, a propeller or afan. In the stationary gas turbines there is a power turbine for output of rotational

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CHAPTER 1. INTRODUCTION

energy [1].

Figure 1: The interior of a stationary gas turbine, with permission from SIEMENS

1.5 Fatigue analysis in gas turbine applications

The importance of a proper understanding of the fatigue behaviour and the needfor accurate simulations in a gas turbine context can be clarified by examining anaccident which occurred in Los Angeles, on June 2nd, 2006. The left engine ofa Boing 767-233 airplane exploded during a high powered ground run. From theinvestigation is was shown that the turbine stage 1 disk failed from an intergranularfatigue crack. Inadequate fatigue design of the disk resulted in a fatigue crack beingable to initiate and propagate to failure. The investigation also revealed ”one pieceof disc, which initially bounced off the ground before penetrating the airplane,completely severed the airplane’s left-hand kneel beam and partially severed theright hand kneel beam before exiting the airplane and becoming lodged in No.2engine’s exhaust duct”[2], as shown in Fig 2. There is no doubt that if this accidenthad occurred at high altitude, the result would have been an extensive loss of lives.

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1.6. NICKEL-BASED SUPERALLOYS

Figure 2: Los Angeles engine accident, June 2nd 2006. Failure of turbine disc, withpermission from Pineau and Antolovich [3]

1.6 Nickel-based superalloys

Superalloys are a group of alloys that exhibit excellent mechanical properties athigh temperatures [4]. They are often used in gas turbine applications [5], butare also found in various other applications where high temperature and otherwisesevere operating conditions set the limit for the choice of material. The nickel-based superalloys were invented in the 1940’s primarily for gas turbine applicationsbecause of their long-time strength and toughness at high temperatures. The earlynickel-based superalloys contained 80%Ni and 20%Cr. Since then lots of alloyingelements such as titanium, aluminium, tungsten, etc. have been added to enhancetheir mechanical properties.

The modern nickel-base superalloy has not only a complex alloy composition, butalso an intricate phase chemistry and structure. A lot of different phases andprecipitates can be found [6]. The most important are listed below.

• Gamma phase, γ, is the matrix phase of the nickel-based superalloys. Thephase has a face-centered cubic (FCC) crystal structure and its compositionis mainly Ni with solute elements such as Cr, Co, Fe and Mo.

• Gamma prime, γ′, is usually the main strengthening precipitate in the nickel-based superalloys and can make up more then 50% of the volume of the

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CHAPTER 1. INTRODUCTION

material. Like the γ phase it has an FCC crystal structure with a compositionof Ni, Al and Ti.

• Gamma double prime, γ′′, is usually found in superalloys rich on iron. It is astrong coherent precipitate ordered in a body-centered tetragonal structure.The γ′′ is metastable and can under some circumstances transform into deltaphase, described below.

• Delta phase, δ, is a non-hardening precipitate usually found at grain bound-aries where it improves creep-rupture strength, grain boundary sliding andgrain size control. It is orthorhombic in its structure and is composed mainlyof Ni, Nb and Ti.

• Various carbides and borides are often present as grain boundary strength-eners.

There are a few main reasons for the good temperature behaviour of nickel. TheFCC structure of nickel makes it both ductile and tough. It is also stable in itsFCC structure when heated from room temperature up to its melting point. Nickelhas a high activation energy for self-diffusion which makes it resistant to creepdeformation. Other materials which display this crystal structure and behaviourare dense and/or very expensive, e.g. platinum [1].

1.6.1 Inconel 718

Inconel 718 is an alloy with many good mechanical properties such as high yield andultimate tensile strengths, good creep and rupture strengths and high resistance tofatigue. It is the most commonly used nickel-based superalloy of all, due to both itsexcellent material properties and its relatively low cost. It contains a large amountof iron and is therefore often referred to as a nickel-iron superalloy. Inconel 718is usually used in polycrystalline condition and with the normal composition (inweight %) presented in Table 1.

Table 1: Composition of Inconel 718 [1]

Element Ni Cr Mo Nb Al Ti Fe CWeight% balance 19.0 3.0 5.1 0.5 0.9 18.5 0.04

Like all modern superalloys it is precipitation hardened and like most superalloyswith large amounts of Fe it contains both coherent γ′ particles and γ′′ particles,even though it has been shown that the main strengthening precipitate is thelatter [1] which is in contrast to what was initially belived when the material wasintroduced on the market in the 50’s. Despite the good strength attributed to theγ′′ particles, it is also these particles that set the operating temperature limit of thematerial to about 650◦C. Above this temperature the γ′′ can transform to δ-phase,as described above, in which case the hardening effect of γ′′ is lost.

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2Constitutive modelling

In order to perform a fatigue analysis of a component, it is necessary to knowthe stress and strain cycles that the component will be exposed to. A fatigueanalysis therefore start by a stress and strain analysis, for instance by the finiteelement method. The material description found in a finite element code is animplementation of a constitutive equation, which in case of basic Solid Mechanicsgives the stress as a function of the deformation history of the body. In a onedimensional context, the constitutive relation is often referred to as the stress-strain law for the material. For a constitutive model to be satisfactory it must beable to predict the important mechanisms used in the fatigue analysis.

2.1 Constitutive behaviour of Inconel 718

The choice of constitutive description to be set up for the material must be based onthe specific needs, i.e., in this case the fatigue crack initiation characteristics. It isalso of course important to know the component, its applications and the associatedloading conditions in order to give the constitutive description the correct focus. Inthis project the main component applications are, as stated previously, gas turbinecomponents such as, i.e., turbine discs.

The thermal stresses in turbine discs are primarily caused by the temperaturegradient between the rim and the hub section of the disc, see Fig 3. This gradienthas its maximum during start-up, when the rim is heated by the hot gas flow overthe turbine blades, and is reduced when the steady-state operation conditions arereached. In addition to the thermal stresses, one also has a contribution from thecentrifugal forces, which, for instance, give significant tensile stresses in the hubsection during steady-state operation. The former region is of large importance toturbine designers as there is a considerable risk for fatigue crack initiation in thehub region of a gas turbine disc. As has been discussed in Chapter 1, fatigue cracksin turbine discs can be highly devastating.

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CHAPTER 2. CONSTITUTIVE MODELLING

Figure 3: Turbine disc cut view, with permission from SIEMENS

2.2 Life regions

There are three main life regions to handle for a constitutive model representing agas-turbine disc material, see Fig 4.

• A: here large inelastic strains are found and cycles to crack initiation aretypically in the range of 100 to 300. This situation is typically the case insharp notches and at contacts.

• B: here the inelastic strains are smaller and the cycles to crack initiation rangefrom 300 to 10000. This situation is typically found in smoother notches.

• C: here the material behaves almost completely elastically. This situation istypically found in smooth regions of the disc.

For a constitutive model to be useful as a basis for a life analysis, it must beable to give a correct prediction of a stable hysteresis loop anywhere within the liferegions previously discussed. For the fatigue analysis, we need the typical stabilisedstress/strain cycle. The analysis must therefore start by a rigorous analysis ofthe first few cycles, during which an important stress redistribution will alwaystake place in an inelastic structure. This redistribution will be essential for thedetermination of the stabilised cycle that will dominate in the cyclic history tofollow. The conclusion is therefore that a good constitutive model is necessary and

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2.2. LIFE REGIONS

Figure 4: Life regions for gasturbine discs: A, B and C.

must be one of the first priorities.

Difficulties arise with the description of ratchetting or mean stress relaxation ef-fects. The hysteresis loop is usually left with a non zero mean stress level whenthe material is stabilized c.f. Fig 7. These phenomena are discussed further below.

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CHAPTER 2. CONSTITUTIVE MODELLING

2.3 Cyclic loading behaviour

Under tensile-compressive cyclic loadings most metals and alloys experience a vari-ation in their hardening properties during the cycles. A material may cyclicallyharden or soften, and if subjected to a nonsymmetric cyclic loading, ratchettingor mean stress relaxation may occur depending on whether the stress or strain isprescribed, [7] and [8].

2.3.1 Softening

Most nickel-based superalloys cyclically harden [3], but in contrast to this Inconel718 cyclically softens. This can be seen in Fig 5, showing the stress range for a cyclicstrain controlled test at 400◦C, see Paper 2. Cyclic deformation of Inconel 718 hasbeen showed to be localized to planar slip bands, c.f. [9], where significant shearingof γ′′ particles takes place [10]. This is believed to cause the cyclic softening of thematerial.

Figure 5: Stress range for a cyclic strain controlled test at 400◦C

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2.3. CYCLIC LOADING BEHAVIOUR

Another phenomenon found in cyclic tests is that at the initial loading of thematerial, a considerable softening takes place. This is in contrast to the cyclicsoftening which is a progressive phenomenon. This can be seen in Fig 6, showingthe stress strain results from the test described above, see Paper 2. A substantialdifference between the hardening modulus of the initial loading and the hardeningmodulus of the following cycling can be identified. It is also to be noted thatthe visibly linear part (elastic region) in the initial loading is much larger than thevisibly linear part of the following cycling. This initial softening is probably causedby the formation of the planar slip bands during the initial loading of the materialsince it significantly lowers the resistance against subsequent plastic deformation.

Figure 6: Stress strain results for a cyclic strain controlled test at 400◦C, c.f. Paper2

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CHAPTER 2. CONSTITUTIVE MODELLING

2.3.2 Mean stress relaxation and Ratchetting

When a nonsymmetric cyclic stress is imposed, a phenomenon known as ratchettingmay take place, which manifests itself by a progressive increase in strain at eachloading cycle. Cyclic mean stress relaxation under strain-controlled loading is acounterpart of the ratchetting mechanism. When a nonsymmetric cyclic strain isimposed the result is a more or less pronounced progressive reduction in the meanstress. Inconel 718 is known to exhibit the phenomena of ratchetting and meanstress relaxation [11].

The mean stress of the material has an influence on the fatigue crack initiation lifeof the material [12], thus it is an important phenomenon to consider. In Fig 7, themean stress relaxation in the test described above is shown, see Paper 2. It canbe observed that the mean stress progressively drops to an approximately constantvalue at which it remains for the rest of the test.

Figure 7: Mean stress relaxation results for a cyclic strain controlled test at 400◦C

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2.4. CONSTITUTIVE MODELS FOR RATCHETTING AND MEAN STRESS RELAXATION SIMULATION

2.4 Constitutive models for ratchetting and mean stress re-

laxation simulation

In this section, a short review of constitutive models developed for describing ratch-etting and mean stress relaxation will be presented. This section is for the inter-ested reader and should be seen as a complementary part to Paper 2 as that papercontains very little background concerning selection of kinematic hardening model.

As discussed before, ratchetting and mean stress relaxation are related phenom-ena that appear for different load cases, and as such they will in the followingmainly be referred to as ratchetting. The efforts in developing constitutive modelsfor ratchetting behaviour has increased with increasing knowledge of the materialbehaviour and test results. The literature on the subject is vast and newer modeladvancements in this area tend to become very complex and slightly lose focus fromthe industrial application context. The main idea here is to identify and cover themain building blocks starting with the very first important models and continuingon to the state of the art models of present days. However, it is of importance tofocus on models that may have a place in an industrial context, see Chapter 1.

2.4.1 Ratchetting models

Constitutive models using rate-independent plasticity and assuming initial isotropicbehaviour have some common features (here presented in a small deformation con-text).

• yield criterion:

f(σ −α) = σ0 (1)

• flow rule:

εp = λ∂f

∂σ(2)

where σ is the Cauchy stress tensor, λ is the plastic multiplier, εp is theplastic strain tensor, α is the current center of the yield surface, also calledthe backstress, and σ0 is the size of the yield surface.

• the kinematic hardening rule:

a = g(σ, εp,a, σ, εp, etc) (3)

where a is the current center of the yield surface in the deviatoric space.

The models chosen for this study are discussed below with regard to their charac-teristics and ability to simulate ratchetting. Focus will here mainly be placed onthe uniaxial behaviour.

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CHAPTER 2. CONSTITUTIVE MODELLING

2.4.2 Linear kinematic hardening model

The simplest possible kinematic hardening model is the linear kinematic hardeningmodel by Prager [13].

a = Cεp (4)

where C is a positive constant.

For uniaxial loading the yield surface moves linearly with plastic strain. Hence thismodel produces a closed loop for the backstress and produces no ratchetting at all,see Figs 8 and 9 [14].

Figure 8: Uniaxial experimental data and simulations for the linear kinematichardening model for (a) symmetric strain controlled loading, (b) partial reversedloading/reloading, with permission from Bari and Hassan [14]

Figure 9: Uniaxial ratchetting, experimental data and simulations from the linearkinematic hardening model, with permission from Bari and Hassan [14]

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2.4. CONSTITUTIVE MODELS FOR RATCHETTING AND MEAN STRESS RELAXATION SIMULATION

2.4.3 Multilinear kinematic hardening model

The multilinear kinematic hardening model is an extension of the linear kinematichardening model. The model was first proposed by Mroz [15]. In uniaxial loadingthe model produces a stress-strain curve with linear segments, see Fig 10. Natu-rally, in the uniaxial case, this model also produces a closed loop for the backstressand hence predicts no ratchetting.

Figure 10: Uniaxial experimental data and simulations by the multilinear kinematichardening model for (a) symmetric strain controlled loading, (b) partial reverseloading/reloading, with permission from Bari and Hassan [14]

2.4.4 Nonlinear kinematic hardening model

Armstrong and Frederick introduced the concept of dynamic recovery into thelinear kinematic hardening model. This is what makes the the model nonlinear.This model, which will be referred to as the AF model hereafter, can be writtenas:

a =2

3Cεp − γap (5)

where p = |εp| =(23εp : εp

)1/2and where C and γ are a positive constants.

It can be shown, that the plastic modulus which describes the slope of the stress-plastic strain curve for the uniaxial case, is given by (c.f. [16]):

Ep = C± γa (6)

where the minus sign appears for positive strain rates and the plus sign for negativestrain rates. It is to be noted that for a = 0 the slope is given by Ep = C andthat during an increase of positive strain, a develops towards its saturation value

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CHAPTER 2. CONSTITUTIVE MODELLING

as = Cγ

. At reversed loading one has Ep = γ(as + a). If the unloading takes placefor a saturated state a = as, then Ep = 2γas = 2C at the initiation of reverseloading. This initial steep slope at reversed loading is what makes the AF modelpredict a too large ratchetting at stress controlled cycling and a too fast meanstress relaxation at strain controlled cycling, see Figures 11 and 12. Despite itslack of accurate prediction of the ratchetting behaviour of materials the AF modelhas been a great advancement in describing the cyclic behaviour of materials. Theconcept in the AF model is also simple and physically sound, since the dynamicrecovery is set proportional to the inelastic strain rate and the current backstress,as both these variables imply more interacting dislocations. Several improved AFmodels with the intention of enhancing the ability to predict ratchetting have beenpresented over the years [14].

Figure 11: Uniaxial experimental data and simulations by the AF kinematic hard-ening model for (a) symmetric strain controlled loading, (b) partial reverse load-ing/reloading, with permission from Bari and Hassan [14]

Figure 12: Uniaxial ratchetting, experimental data and simulations by the AFkinematic hardening model, with permission from Bari and Hassan [14]

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2.4. CONSTITUTIVE MODELS FOR RATCHETTING AND MEAN STRESS RELAXATION SIMULATION

2.4.5 Decomposed nonlinear kinematic hardening model

Chaboche introduced a decomposed variant of the AF model. Basically it is asuperposition of several Armstrong and Frederick hardening terms:

a =n∑

i=1

ai, ai =2

3Ciε

p − γiaip (7)

Consider a stable hysteresis curve. The curve can be divided into three differentsegments: the initial steep slope, the nearly constant modulus part at higher strainrange and the transient highly nonlinear region between the two other stages.Chaboche had the idea to assign a kinematic hardening rule for each of thesesegments, thus initially he proposed the use of three decomposed hardening terms.The first one should start and give hardening with a very steep slope and thenquickly stabilize. The second one should simulate the transient nonlinear part.Finally, the third one should be a linear hardening rule (γ3 = 0) to simulate thelinear part of the hysteresis loop at higher strains. However, this model still lacksthe ability to satisfyingly describe the ratchetting behaviour of materials. It stilloverpredicts ratchetting but it is not as pronounced as for the original AF model.The ratchetting is overpredicted in the initial cycles but gradually decreases untilcomplete ”shakedown”, see Figure 13. This shakedown is caused by the last linearpart of the hardening rule along with the other nonlinear ones. The result is agradual stiffening of the loading curves with cycles. In the same way a gradualrelaxation of the unloading curves takes place. This together causes a progressivedecrease of ratchetting. When both the loading and unloading curves assume thesame shape the ratchetting ceases [14].

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CHAPTER 2. CONSTITUTIVE MODELLING

Figure 13: Uniaxial experimental data and simulations by the decomposedChaboche kinematic hardening model for (a) symmetric strain controlled loading,(b) partial reverse loading/reloading, (c) uniaxial ratchetting experimental dataand simulations, with permission from Bari and Hassan [14]

If γ3 is set to a relatively small non-zero value, the ratchetting behaviour improvesand prevents shakedown. When the third backstress starts reaching its limitingvalue the model predicts a constant ratchetting rate. When γ3 is increased furtherthe third term increases faster and thus reaches its limiting state faster. Thus γ3may be considered as a ratchetting parameter that can be calibrated by matchinguniaxial ratchetting data [14].

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2.4. CONSTITUTIVE MODELS FOR RATCHETTING AND MEAN STRESS RELAXATION SIMULATION

2.4.6 Decomposed nonlinear kinematic hardening model - introduc-ing a term with a threshold

Because of the limitations of the above described model, Chaboche modified it toinclude an additional term with a threshold on the recovery part. The basic ideaof the model is that the kinematic hardening rule grows linearly within a certainthreshold range of backstress level. Outside the threshold the hardening is governedby the normal decomposed nonlinear kinematic hardening model [17]. The modelcan be described as follows:

a =n∑

i=1

ai (8)

ai =2

3Ciε

p − γiaip (9)

for i=1,2,3.

ai =2

3Ciε

p − γiai⟨ |a| − a|a|

⟩p (10)

for i=4.

where <> denotes the Macauley bracket and a the threshold level.

The improvement of this model compared to the previous one is that within thethreshold the additional term does not use its recall part and exposes linear hard-ening. Thus the problem described for the AF model with the initial steep slope atreversed loading is avoided, see Figure 14. The threshold level can be considered aratchetting parameter and can be calibrated to uniaxial ratchetting data [17].

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CHAPTER 2. CONSTITUTIVE MODELLING

Figure 14: Uniaxial experimental data and simulations by the decomposedChaboche kinematic hardening model with threshold for (a) symmetric straincontrolled loading, (b) partial reverse loading/reloading, (c) uniaxial ratchettingexperimental data and simulations, with permission from Bari and Hassan [14]

2.4.7 The Ohno and Wang model

The Ohno and Wang model is similar to the Chaboche model, and thus is also animprovement of the decomposed nonlinear kinematic hardening model. This modelalso uses a modification of the recovery term to improve ratchetting prediction. Themodel called the OW 1 can be described as follows [18]:

a =n∑

i=1

ai, ai =2

3Ciε

p − γiai⟨εp :

aif(ai)

⟩H{a2i −

(Ci

γi

)2}

(11)

where H is the Heaviside step function and f(ai) =(32ai : ai

)1/2.

To overcome the excessive ratchetting predicted by the AF model, Ohno and Wangassumed that the recovery of the backstress ai becomes active only when its mag-nitude reaches a critical value Ci

γi. Furthermore, they have shown that their model

is identical to the multilinear model and thus fails to predict any ratchetting at all.Therefore they extended their model and introduced a slight nonlinearity for each

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2.4. CONSTITUTIVE MODELS FOR RATCHETTING AND MEAN STRESS RELAXATION SIMULATION

rule at the transition of terms. The model called the OW 2 can be described asfollows [18]:

a =n∑

i=1

ai, ai =2

3Ciε

p − γiai⟨εp :

aif(ai)

⟩(f(ai)

Ci

γi

)mi

(12)

The nonlinearities prevent the backstress loops to close completely and allow forsome ratchetting. The parameter mi can be seen as a ratchetting parameter andcan be calibrated to uniaxial ratchetting data.

As several nearly linear hardening rules are used to simulate a nonlinear behaviourthis model needs to use a large number of decomposed rules to produce a goodhysteresis curve. In his study Bari [14] has found that ten hardening rules aresufficient to produce a good stable hysteresis curve. It is also shown that the OW2 model simulates ratchetting behaviour better then the Chaboche model withthreshold, see Figure 15 but at the expense of the need for a large number ofhardening rules.

Figure 15: Uniaxial experimental data and simulations by the OW 2 kinematichardening model for (a) symmetric strain controlled loading, (b) partial reverseloading/reloading, (c) uniaxial ratchetting experimental data and simulations, withpermission from Bari and Hassan [14]

23

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CHAPTER 2. CONSTITUTIVE MODELLING

2.4.8 Newer advancements

There have been several advancements after the OW models were originally pre-sented. The focus has mainly been on improving the prediction of multiaxial ratch-etting, for further discussion on the subject cf. [19]. Multiaxial ratchetting is ex-cluded from this work because the complexity of the models makes them difficultto use in the industrial context and due to testing related difficulties.

2.4.9 Application of the OW2 model with corresponding initial soft-ening model

In [14] a perfect fit to the material response is sought for, thus they propose asmany as ten hardening rules for the OW2 model. If one allows for a sightly lessgood fit it is possible to use much fewer hardening rules. In Fig 16 simulations andexperimental results are shown, using three decomposed hardening laws, in contextof the extended Ohno and Wang model. Here 3 softening laws are also employedcorresponding to the hardening laws to account for the initial softening observedin the material test, see Chapter 2.

Figure 16: Stress strain and simulation results for cyclic strain controlled test at400◦C, c.f. Paper 2

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2.4. CONSTITUTIVE MODELS FOR RATCHETTING AND MEAN STRESS RELAXATION SIMULATION

In order to describe the initial softening of the material an addition of a linearisotropic softening model was used. This model consists of several terms, whereeach one is associated to a specific backstress component in the OW2 model. Themodel description is as follows

R =n∑

i=1

Ri, Ri = Qip (13)

where Qi are negative constants.

Furthermore, each linear softening term is set to be active only up to the saturationlevel of the corresponding backstress component. In addition, the softening is setto saturate completely at a given level of effective plastic strain. By this, theinitial hardening modulus and the shrinkage of the yield surface can be handledsatisfactorily.

25

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3Fatigue crack propagation

Once a crack is present in a material, it will tend to grow under the influence ofi.e. cyclic loading. The crack may be initiated by fatigue, or may be pre-existingfrom manufacture e.g. in welds. If allowed to, the crack will propagate to a criticallength when fracture will occur.

The crack growth rate of various metals has been correlated to several differentcrack-tip field parameters such as the crack opening displacement [20], the contourintegral J [21], the stress-intensity factor K [21]-[23] and the energy-rate-line inte-gral C* [24]-[26]. Generally, C* is are more suitable for characterizing the creepcrack growth rate in creep-ductile metals at high temperatures while K is suitablefor low or intermediate temperatures and also for creep brittle materials. From anengineering perspective it is preferable to use the stress intensity factor K since thecalculation of this parameter is often easier compared to the creep dependent pa-rameters. Furthermore, K is usually the standard parameter used in the industry.Thus, K is chosen in this research.

Generally the driving force for cyclic crack growth is taken to be the range in thestress intensity factor. However, under special circumstances such as i.e. holdtimes at high temperatures the maximum of the stress intensity factor can be usedas the driving force. For example, the stress intensity factor for modus 1 loadingis defined as

KI = σ√aπf (14)

where KI is the stress intensity factor, σ is the nominal stress, a is the crack lengthand f is a function of the component geometry.

When considering fatigue crack propagation most metals and alloys under normalsituations experience transgranular fracture. By this is meant that the crack growsthrough the material grains in a fairly ordered way. The opposite of this is inter-granular fracture, which typically occurs at high temperatures and/or in aggressiveenvironments, where the crack grows in the grain boundaries of the material [27].

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CHAPTER 3. FATIGUE CRACK PROPAGATION

3.1 Crack propagation behaviour of Inconel 718

The crack propagation behaviour of Inconel 718 under high temperature hold timesis significantly different from the cyclic crack propagation behaviour of the material.It has in [28] - [30] previously been shown that for cyclic tests the active fracturemode is mainly transgranular cracking, see Fig 17 showing a microscope picturefor a cyclic fatigue crack propagation test at 650oC, c.f. Paper 1, while for holdtime tests the active fracture mode is mainly intergranular cracking, see Figures 18and 19 showing microscope pictures for fatigue crack propagation tests with hightemperature hold times at 650oC, c.f. Paper 1. The load-time profile for the lattertests is shown in Fig 20.

Figure 17: Cyclic fatigue crack propagation test at 650oC

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3.1. CRACK PROPAGATION BEHAVIOUR OF INCONEL 718

Figure 18: Fatigue crack propagation test with hold time of 90 s at 650oC

Figure 19: Fatigue crack propagation test with hold time of 2160 s at 650oC

29

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CHAPTER 3. FATIGUE CRACK PROPAGATION

Figure 20: Load-time profiles for hold time tests

3.1.1 Mechanisms of intergranular fracture

The underlying mechanisms of the interaction between oxygen and the crack tip isstill not fully understood. However, two dominating theories can be found: stressaccelerated grain boundary oxidation (SAGBO) and dynamic embrittlement (DE)[31]. The SAGBO process involves oxidation of grain boundaries ahead of the cracktip and subsequent cracking of the oxide, exposing new surfaces to the oxygen.The DE theory on the other hand advocates embrittling of the grain boundary byoxygen diffusion, separation of the embrittled boundaries and subsequent oxidationof the fresh surfaces. DE requires oxygen diffusion over very short distances, whichhas been shown to be consistent with the rapid halting of a crack growing undersustained load when the oxygen pressure is removed [32]. An extensive review [31]of gas phase embrittlement favors DE as the mechanism behind enhanced sustainedload crack growth in superalloys, even though the details of the environmentalinteractions during cyclic loading may well be more complicated. In addition tothese purely chemical factors, the often complex creep relaxation processes at thecrack tip as well as the alloy composition will also affect the crack propagation [3].

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3.1. CRACK PROPAGATION BEHAVIOUR OF INCONEL 718

3.1.2 Concept of a damaged zone

A useful explanatory model for the mechanisms and phenomena discussed abovecan be the concept of a damaged zone. Regardless of which of the embrittlingmechanisms described above are active, they are only present in a limited volumeof the material in front of and around the crack tip; this region is the embrittledvolume in the material, henceforth referred to as the damaged zone. In Fig 21, aprinciple sketch of the damaged zone can be found.

Figure 21: Principle sketch of damaged zone and its length

In order to give an example of how to investigate how much the grain boundarieshave been weakened, a simple comparison of the amount of crack growth foundat each unloading and reloading and during each hold time can be done. Whencrack length is plotted as a function of time, it is found that a significant part ofthe cracking takes place during the unloading and reloading of the test specimen.Figure 22 shows the results for a test at 650oC with 90 s hold time. Arounda=2.3 mm the crack growth during unloading and reloading can be seen to bein the range of 0.05-0.1 mm. This can be compared to the crack growth at thecorresponding crack length in a pure cyclic test which is approximately 0.0016mm/cycle, see Paper 3. At this crack length for this particular test the crackgrowth during unloading and reloading is about 75−80% of the total crack growth

31

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CHAPTER 3. FATIGUE CRACK PROPAGATION

during the cycle. All hold time tests show a significant increase in crack growthduring unloading and reloading compared to pure cyclic tests but with longer holdtimes a larger part of the crack growth during one loading cycle comes from thehold time part, see Paper 3. This increase in crack extension during unloading andreloading is due to the embrittlement associated with the damaged zone.

Figure 22: Crack length vs time for test at 650oC with 90 s hold time

Not only the unloading and reloading part of the hold time test is affected by thedamaged zone. As can be seen in Fig 22, the crack growth during the hold time isretarded after load reversal, see Paper 3. The reason for this retardation effect isbelieved to be caused by the substantial decrease in damaged zone size caused bythe load reversal. Thus, this implies that the crack growth during the hold time isalso affected by the damaged zone.

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4Review of included papers

Paper I

Fatigue crack growth behaviour of Inconel 718 with high temperaturehold times

In the first paper, fatigue crack growth measurements have been made on center-cracked tension specimens of Inconel 718, where the focus has been to observe theeffect of high temperature hold times on the fatigue crack growth behaviour ofthe material. The material testing has been done at three different temperatures,namely 450oC, 550oC and 650oC. All testing were done in an isothermal FCGcontext with a standard test method for measuring the crack growth rates. Holdtime tests were found to show intergranular fracture while cyclic tests showedtransgranular fracture. It was found that significant embrittlement of the grainboundaries must have occurred.

Paper II

Modelling of the constitutive behaviour of Inconel 718 at intermediatetemperatures

In the second paper the nonlinear kinematic hardening law by Ohno and Wang hasbeen used in combination with an isotropic softening law for describing the initialstress strain distribution for strain controlled uniaxial tests of the material Inconel718. Focus has been placed on finding a simple model with few material parame-ters, and to describe the initial softening and the comparatively small mean stressrelaxation observed during the material testing. The simulation results obtainedby using the model fit the experimental results well.

33

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CHAPTER 4. REVIEW OF INCLUDED PAPERS

Paper III

Influence of a damaged zone on the fatigue crack growth behaviourof Inconel 718 with high temperature hold times

In the third work high temperature fatigue crack growth in Inconel 718 has beenstudied studied at the temperatures 450oC, 500oC, 550oC and 650oC. The testswere conducted both without hold times and with hold times of different lengthsand a mix of both. Focus has been placed on quantifying the effect the hold timehas upon the crack growth rate and how much it damages the material. Thisdamage is related to the concept of a damaged zone in front of the crack tip.The size of the damaged zone has been derived from the tests and a microscopystudy to confirm the findings has also been carried out. Furthermore, it has beeninvestigated how this damage influences the actual cracking behaviour, i.e. where inthe loading cycle the damage contributes most to the crack growth. It is found thatthe concept of a damaged zone can be a successful explanatory model to quantifythe damage mechanisms acting around the crack tip due to high temperature holdtimes.

Paper IV

Hold-time effect on the thermo-mechanical fatigue crack growth be-haviour of Inconel 718

In the fourth work in-phase TMF crack growth testing with different lengths of thehold time at the maximum temperature of 550oC has been conducted on Inconel718 specimens. Focus has been on establishing a method for TMF crack growthtesting and investigating the effect of high temperature hold times on the TMFcrack growth of the material. The tests are compared to isothermal crack propa-gation tests and show good correlation. It is concluded that the controlling effectof the crack growth is an embrittlement in the material. This embrittlement isrelated to the concept of a damaged zone active in front of the crack tip. The sizeof this damaged zone will control the crack propagation rate and therefore it doesnot matter if the load is cycled under isothermal or TMF conditions.

34

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Bibliography

[1] Reed R.C., 2006, The Superalloys - Fundamentals and Applications, Cam-bridge University Press, Cambridge.

[2] Rosenker Mark V., 2006, NTSB report on Los Angeles engine failure, safetyrecomendation, 60-06 60-64

[3] Pineau A., Antolovich S.D., 2009, High temperature of nickel-base superal-loys - A review with special emphasis on deformation modes and oxidation,Engineering Failure Analysis, 16, p. 2668-2697.

[4] Sims C.T., Stoloff N.S., and Hagel W.C., 1987, Super alloys II, Wiley, NewYork.

[5] Rolls-Royce plc, 1992, The Jet Engine, 4th edn, The Tecnical PublicationsDepartment, Derby.

[6] Durand-Charre M., 1997, The Microstructure of Superalloys, Gordon andBreach Publishers, Amsterdam.

[7] Lemaitre J., Chaboche J.-L., 1990, Mechanics of Solid Materials, CambridgeUniversity Press, Avon.

[8] Suresh S., 2001, Fatigue of materials, Cambridge University Press, Cambridge.

[9] Xiao L., Chen D.L., Chaturvedi M.C., 2004, Shearing of γ′′ precipitates andformation of planar slip bands in Inconel 718 during cyclic deformation,Scripta Materialia, 52, p. 603-607.

[10] Worthem D.W., Robertson I.M., Leckie F.A., Socie D.F., Altstetter C.J.,1989, Inhomogenious deformation in Inconel 718 during monotonic and cyclicloadings, Metallurgical Transactions, 21A, p. 1990-3215.

[11] Chaboche J.L., 1991, Modeling of the cyclic response and ratchetting effects oninconel-718 alloy, European Journal of Mechanics, A/Solids, 10, p. 101-121.

[12] Korth G.E., 1991, Effects of various parameters on the fatigue life of alloy718, The Minerals, Metals & Material Society.

[13] Prager W, 1956, A new method of analyzing stresses and strains in work hard-ening plastic solids, Journal of Applied Mechanics, 23, p. 496-496.

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CHAPTER 4. REVIEW OF INCLUDED PAPERS

[14] Bari S., 1999, Anatomy of coupled constitutive models for ratcheting simula-tion, International Journal of Plasticity, 16, p. 381-409.

[15] Mroz Z., 1967, On the description of anisotropic work hardening, Journal ofMechanics and Physics of solids, 15, p. 163-175.

[16] Dafalias Y. F., 2008, Multiplicative AF kinematic hardening in plasticity, In-ternational Journal of solids and Structures, 45, p. 2861-2880.

[17] Chaboche J.L., 1991, On some modifications of kinematic hardening to im-prove the description of ratchetting effects, International Journal of Plasticity,7, p. 661-678.

[18] Ohno N., 1997, Constitutive modeling of cyclic plasticity with emphasis onratchetting, International Journal of Mechanical Sciences, 40, p. 251-261.

[19] Bari S., 2001, Kinematic hardening rules in uncoupled modeling for multiaxialratcheting simulation, International Journal of Plasticity, 17, p. 885-905.

[20] Haigh J.R., 1975, The mechanisms of macroscopic high temperature crackgrowth part I: Experiments on tempered CrMoV steels, Material Science andEngineering 20, p. 213-223.

[21] Sadananda K., Shahinian P., 1977, Creep crack growth in alloy 718, Metallur-gical and Materials Transactions, A 7, p. 439-449.

[22] Harrison C.B., Sandor G.N., 1971, High-temperature crack growth in low-cyclefatigue, Engineering Fracture Mechanics, 3, p. 403-420.

[23] Siverns M.J., Price A.T., 1973, Crack propagation under creep conditions in aquenched 2.25 Chromium 1 molybdenum steel, International Journal of Frac-ture, 9, p. 199-207.

[24] Landes J.D., Begley J.A., 1976, In: Mechanics of crack growth. A FractureMechanics Approach to Creep Crack Growth, ASTM STP 590, p. 128.

[25] Nikbin K.M., Webster G.A., Turner C.E., 1976, Relevance of Nonlinear Frac-ture Mechanics to Creep Cracking, In: Cracks and fracture, ASTM STP 601,p. 47.

[26] Saxena A., 1980, Evaluation of C* for the Characterization, In: Fracturemechanics: twelfth conference, ASTM STP 700, p. 131.

[27] Hertzberg R.W., 1996, Deformation and Fracture Mechanics of EngineeringMaterials, John Wiley & Sons Inc.

[28] Pedrona J.P., Pineau A., 1982, The effect of microstructure and environmenton the crack growth behaviour of Inconel 718 alloy at 650oC under fatigue,creep and combined loading, Materials Science and Engineering, 56(2), p. 143-156.

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[29] Branco C.M., 1994, Fatigue behaviour of the nickel-based superalloy IN718 atelevated temperature, Materials at High Temperatures, 12(4), p. 261-267.

[30] Heuler P., Affeldt E., Wanhill R.J.H., 2003, Effects of Loading Waveformand Stress Field on High Temperature Fatigue Crack Growth of Alloy 718,Materialwissenschaft und Werkstofftechnik, 34(9), p. 790-796.

[31] Woodford D.A., 2006, Gas phase embrittlement and time dependent crackingof Nickel based superalloys, Energy Materials, 1, p. 59-79.

[32] Pfaendtner J.A., Jr McMahon C.J., 2001, Oxygen-induced intergranular crack-ing of a Ni-based alloy at elevated temperatures - an example of dynamic em-brittlement, Acta Materialia, 49, p. 3369-3377.

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Division of Solid Mechanics, Depart-ment of Management and Engineering

2011–02–04

xx

http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-

63101

Constitutive and fatigue crack propagation behaviour of Inconel 718

David Gustafsson

In this licentiate thesis the work done in the TURBO POWER project Influenceof high temperature hold times on the fatigue life of nickel-based superalloys will bepresented. The overall objective of this project is to develop and evaluate tools fordesigning against fatigue in the nickel-based superalloy Inconel 718 for gas turbineapplications. Firstly, the constitutive behaviour of the material has been beenstudied, where focus has been placed on trying to describe the mean stress relaxationand initial softening of the material under intermediate temperatures. Secondly,the fatigue crack propagation behaviour under high temperature hold times hasbeen studied. Focus has here been placed on investigating the main fatigue crackpropagation phenomena with the aim of setting up a frame work for fatigue crackpropagation modelling.

This thesis is divided into two parts. The first part describes the general frame work,including basic constitutive and fatigue crack propagation behaviour and a theoreticalbackground for the constitutive modelling of mean stress relaxation. This frameworkis then used in the second part, which consists of four included papers.

Nickel-base superalloys, constitutive modelling, mean stress relaxation, fatigue crackpropagation, hold times, grain boundary embrittlement.

ISSN0280-7971

ISRN

LIU–TEK–LIC–2011:1

ISBN

978-91-7393-258-5

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Keyword

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Svenska/Swedish

Engelska/English

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Licentiatavhandling

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