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Characteristics of Residual Stress They are elastic in Nature They are self equilibrating Any disturbance like removal of material or introduction of thermal load will alter the equilibrium Can not be eliminated but only be minimized

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  • Characteristics of Residual StressThey are elastic in Nature

    They are self equilibrating

    Any disturbance like removal of material or introduction of thermal load will alter the equilibrium

    Can not be eliminated but only be minimized

  • INFLUENCE OF RESIDUAL STRESSESBrittle FractureFatigue FailureStress Corrosion CrackingDimensional instability

  • INFLUENCES OF RESIDUAL STRESSESMinimize load carrying capacityResidual stress can make a defect a fracturePresence of compressive residual stress can cause buckling in thin structural members

  • METHODS OF MINIMIZING RESIDUAL STRESSESStress relieving AnnealingVibration stress relivingLocal Post weld heat treatmentOver stressingHammer PeeningNeedle pin Peening

  • Methods of Heat treatment Out Gassing or Hydrogen Back out Pre heating Post Heating Post Weld Heat Treatment

  • Out Gassing or Hydrogen Back outThe objective of this heat treatment is to raise the temperature of the steel and hold it to allow the hydrogen to diffuse out. The hold time varies depends upon the material and section thickness with temperature upto 450C and the time between one and 48 hours .

  • Pre heatingThe objective is to Reduce the rate of cooling Allow the Hydrogen to diffuse away from the weld at a faster rate Pre heating also drives away the moisture from the weld areas

  • Pre heatingThe objective is to Reducing the residual stresses already presentPreheating also makes it easier to weld materials having high thermal conductivity like copper and Aluminum by compensating for the heat that dissipates rapidly. Uniform preheating reduces the distortion due to welding.

  • Post HeatingThis is an extension of preheatPost heating is performed after welding

  • Post Weld Heat TreatmentIt consists of heating the weldments at a controlled rate to temperature range below the transformation temperature (AC1) and holding it at the temperature for certain time and cooling it down at a controlled rate. The lower and upper critical temperature indicate where the crystal structure of steel begins and finally completes a change from BCC structure to FCC structure.

  • Post weld Heat TreatmentThe objective of PWHT: Relieve the residual stresses. Improves ductility &toughness and reduce HAZ hardness Improving the machinability and dimensional stability after machining

  • Post weld Heat TreatmentThe objective of PWHT: diffusion of hydrogen from the joint and reduce the susceptibility to cracking. It is usually applied to higher strength carbon-Mn steels and low alloy steel

  • Post weld Heat TreatmentThe PWHT is usually carried-out by heating the whole assembly in a furnace or a oven. Where the assembly exceeds the size of available furnace or for welds done in field fabrication, localized heat treatment will be carried-out

  • Post weld Heat TreatmentDepending upon the welding condition and the knowledge of the earlier failures

  • Post weld Heat Treatment PWHT can have both beneficial and detrimental effects.

  • Post weld Heat TreatmentBenefits :Relaxation of residual stressesAdequate hydrogen removalImproved mechanical properties

  • Post weld Heat TreatmentDetrimental effects

    Excessive or in appropriate PWHT temperature and long holding time can adversely affect properties

    The influence/effect of PWHT depends upon the composition and prior mechanical processing of the base metal.

  • Methods of Post weld Heat TreatmentUsing permanent furnaces

    Local Heat treatmentBy Induction HeatingBy Resistance Heating

  • Permanent FurnacesAdvantages: The temperature distribution will normally meet the requirements of current fabrication, codes or customer specificationsUniform heating of complete structure avoids inducing thermal stress as is the case with local heat treatment.

  • Permanent FurnacesAdvantages: Less labour utilization Cost effective and economical method and one time capital investment Minimizes delays to the production programme

  • Local Post weld Heat Treatment (LPWHT)

  • If the final fabrication is too large If the component has to be erected at site where there are no furnace available During erection of pipe works on engineering construction sites, repair work, complex configurationsNecessity for Local PWHTThis is carried-out

  • Control of heat loss during heating

    During PWHT heat losses simultaneously taking place due to Conduction through the pipe wall on either sideConvection by air movement inside the pipeRadiation losses Precautions to be taken

  • Precautions to be takenControl of heat loss during heating

    To make most efficient use of the heating source and to avoid excessive cooling rates weld joint and the adjacent pipe is covered with insulationIt is better to hold the insulation and the heating elements with steel band

  • Control of heat loss during heatingTo avoid air circulation inside the pipe which can cause cooling of the inside wall all openings in the pipe must be closed with dummy covers before starting of the cycle.Precautions to be taken

  • Precautions to be takenMeasurement of temperature

    During the heat treatment cycle, the temperature is measured and recorded with the help of thermocouples and recorders Normally chromel-Alumel thermocouples are widely used.

  • Precautions to be takenMeasurement of temperature Chromel wire is non magnetic and connected to the positive terminal of the powers source. The alumel wire is magnetic and connected to the negative terminal.

  • Precautions to be taken The thermocouple wires are short. Hence compensating cables are used Do not interchange the electric terminals Fixing the thermocouple on the spot is very important as far as accuracy is concerned Use capacitor discharge unit for fixing thermocouplesMeasurement of temperature

  • Precautions to be taken During PWHT, the materials strength is considerably low. With heavy wall piping, the weight of the long span will cause permanent deformation if it is unsupported Care should be taken to ensure that no load including the self weight of the pipe is coming on the weld during heat treatment. Support of the pipe during heating

  • Induction HeatingPrincipleInduction heating is produced by an alternating low voltage, high current, applied to coils wrapped around the pipe. The magnetic field associated with the current passing through the coil, penetrate the pipe.A current is induced in the pipe & resistance to the induced current heats the pipe.Local Post weld Heat treatment

  • Induction HeatingAdvantages High rate of heating is possible Temperature can be controlled within narrow range Localized over heating is not produced The coils have longer life and so theydo not fail during heat treatmentLocal Post weld Heat treatment

  • Electrical Resistance HeatingDue to heavy cost of the induction hating heating, PWHT users now-a-days planning to switch over to electrical resistance heating which is costing very less as compared to induction heatingLocal Post weld Heat treatment

  • Electrical Resistance HeatingAdvantages Continuous uniform heating can be maintained Temperature can be adjusted quickly and accurately Heating and welding can go on simultaneously Differential heat input can be given Highly economicalLocal Post weld Heat treatment

  • Electrical Resistance HeatingDis-advantagesElement burn out may take place causing interruptionThe resistance heating element can get shorted with the pipe causing stray arc.The open loop equipment operates at high voltageLocal Post weld Heat treatment

  • Electrical Resistance HeatingTypes of heating elementsNichrome with ceramic beadsFlexible ceramic pads

  • Terminologies used in Local PWHT Soak Band Heat Band Soaking Temperature Soaking Time

  • WSBHBGCBW Maximum width of weld thickness , T - ThicknessTSB Soaking Band ( Weld and HAZ)HB Heating Band ( Weld, HAZ and Part of PM under heat source)GCB Gradient Control Band

    Definitions

  • Terminologies used in Local PWHTSoak BandThe soak band consists if the weld metal, HAZ and a portion of the base metal adjacent to the weld being heatedThe soak band is sized to to ensure that the required volume of the metal achieves the desired temperature

  • Terminologies used in PWHTHeated BandThe heated band consists of the surface area (soak band plus portion of base metal) over which the heat source is applied to achieve the required temperature in the soak band and limit induced stresses in the vicinity of the weld.

  • Terminologies used in PWHTGradient Control BandThe gradient control band consists of the surface area over which insulation and heat sources are placed It encompass the soak band , heated band and sufficient adjacent base metal

  • Terminologies used in PWHTGradient Control Band serves two functions It minimizes heat losses in the heated band It ensures the axial temperature gradient within the heated band is not exceeded

  • Temperature gradientsA minimum axial temperature gradient temperature at a distance of 2Rt from the edge of the soak band be no less than one half of the temperature at the edge of the soak band during heating, hold and cooling

  • A close through thickness gradient are required to be met in newly introduced materials like X-20 and P91 steels to prevent crackingClose contact between the pipe and the heating coil is necessary to obtain close thermal gradient between OD and ID Temperature gradientsThrough thickness gradient

  • Parameters used in PWHTHeating RateCooling Rate Soaking Temperature Soaking Time

  • Parameters used in PWHTHeating Rate The rate of heating during PWHT can affect the temperature difference between the outside and inside surfaces

  • Parameters used in PWHTHold Temperature and Time PWHT hold temperature and time requirements are based on the type material and the thickness

  • Parameters used in PWHTCooling Rate The cooling rate may maintained as that of the heating rate

  • Case study

  • Experiments carried-out at WRIPipes used for trials

    Material : Carbon steelOD:458 mmID:339 mmThickness:57 mmLength:2.7 mts.

  • Experiments carried-out at WRIPipes used for trials

    Material : P91 steelOD:325 mmID:285 mmThickness:20 mmLength:660 mm

  • Experiments carried-out at WRIPipes used for trials

    Material : P22 steelOD:253.6 mmThickness:47 mmLength:1.6 mts.

  • Experiments carried-out at WRITrials were carried-out with single coils and split coil methodsTrials were carried-out with single coils and split coil methods

  • Evaluation of Existing Practice

  • Experiments carried-out at WRIIn P91 the hardness measurements were carried-out using portable EUCOTIP unitInitial Hardness measured : 197 HvFinal Hardness measured : 173 HvObservation

  • Experiments carried-out at WRIResidual Stress Evaluation (in MPa)

    Magnitude of residual stress before PWHT : -234

    Magnitude of residual stress After PWHT : -73Observation

  • Experiments carried-out at WRIMicro structural Evaluation

    Microstructure was taken using replica and electrolysis method

    The grain size was changed from coarser to finer after PWHTObservation

  • Experiments carried-out at WRIA temperature gradient of 30 can be achieved with a lot of care and a maximum of 50 with inadequate care.Trials with split coil appears to give better resultsConclusion