eng-old.psau.edu.sa€¦ · Web view2020. 1. 29. · Title of the Graduation Project/Thesis/Dissertation. It should be Double Space if More Than One Line. (Times new roman, 14 size,

Title of the Graduation Project/Thesis/Dissertation. It should be

Double Space if More Than One Line. (Times new roman, 14 size,

and bold)

By

Student 1 University ID 1Student 2 University ID 2Student 3 University ID 3Student 4 University ID 4

A Graduation Project I (II) Submitted in Partial Fulfillment of the Requirements for the Degree of Bachelors of Science in Civil Engineering

at the Department of Civil Engineering, College of EngineeringPrince Sattam Bin Abdulaziz University, Al-Kharj, Saudi Arabia

Supervised by

Name of the Supervisor

First/Second Semester (2019-2020)

This document is developed in word 2016 (.docx), formatting may be disturbed if other versions of the word will be used (remove these two lines in the final version of your report).

Graduation Project Report Approval Form

Title of the Graduation Project

By

Student 1 University ID 1Student 2 University ID 2Student 3 University ID 3Student 4 University ID 4

Date of the Presentation ----------

1. (Supervisor Name) (Supervisor) ------------------

2. (Co-Supervisor Name) (Co-supervisor if any) ------------------

3. (Examiner 1 Name) (Examiner) ------------------

4. (Examiner 2 Name) (Examiner) ------------------

5. (Graduation Project Committee Head) ------------------

2

Table of Contents

TABLE OF CONTENTS IIIACKNOWLEDGMENT IVLIST OF FIGURES VLIST OF TABLES VIABSTRACT VIICHAPTER 1: INTRODUCTION 1

1.1 General Introduction 1

1.2 Problem Statement 1

1.3 Objectives 1

CHAPTER 2: LITERATURE REVIEW 3

2.1 Hardened Properties of Concrete 3

CHAPTER 3: METHODOLOGY 5

3.1 General 5

3.2 XXXXXX 5

CHAPTER 4: RESULTS AND DISCUSSION 6

4.1 General 6

4.2 Experimental Findings 6

CHAPTER 5: CONCLUSIONS AND RECOMMENDATIONS 7

APPENDIX A: PANEL DESIGN CRITARIA 9

APPENDIX B: SHEAR REINFORCENT IN SLABS 10

3

ACKNOWLEDGMENT

Write down some words/lines of thanks for each individual who helped you in

completing this project (very important ethical responsibility as a

professional).

4

LIST OF FIGURES

Figure 2.1: Compressive strength testing, a. molding b. capping c. testing

of cylinder and cubes.

10

Figure x.x: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx





5

LIST OF TABLES

Table 2.1: Compressive strength test results 11

Table x.x: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx


Table 4.1: Summary of the test results 13



6

ABSTRACT

This graduation project report presents punching shear behavior of reinforced

concrete panels, investigated experimentally and through finite element

simulation. The aim of the study was to examine the punching shear of high

strength concrete panels incorporating different types of aggregate and silica

fume, in order to assess the validity of the existing code models with respect to

the role of compressive and tensile strength of high strength concrete.

XXXXXXXXXXXXXXXXXXXXXX.

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX.

Write down the abstract of your report keeping in view the following important

points.

The abstract should not one page

Abstract is usually written in past sentence

While writing an abstract following guidelines may be useful

o The abstract is usually written in a single paragraph.

o The structure of the abstract should be according to the following

sequence.

One introductory sentence.

Two to three sentences of what you are going to do.

Two to three sentences of how you did.

Two to three main findings.

7

CHAPTER 1: INTRODUCTION

1.1 General Introduction

Punching shear, which is a complex three-dimensional problem can cause

detrimental failure, unlike flexure it is a sudden failure and can lead to the

progressive collapse of complete structures. Several factors have been identified

to affect the punching shear strength, among them; compressive strength of

concrete, yield strength of steel, ratio of the column size to slab effective depth,

shape of the column, and lateral constraints (Aslam et al.-2018). A Multi-Stored

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX saving land and, money

(Aslam and Shuraim-2018). XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

1.2 Problem Statement

The main aim of this project is to XXXXXXXXXXXXXXXXXXXXXXXXXX.

1.3 Objectives

The specific objectives of the works are as follows:

Study and XXXXXXXXXXXXXXXXXXXXXXXXX.

Visit the XXXXXXXXXXXXXXXXXXXXXXXXXX.

To study XXXXXXXXXXXXXXXXXXXXXXXXXX.

1.3.1 Tasks

The objectives of the project will be achieved through the following tasks:

Concerned XXXXXXXXXXXXXXX.

Review XXXXXXXXXXXXXXXXXXXX.

Sizing XXXXXXXXXXXXXXXXXXXXX.

1

Choice XXXXXXXXXXXXXXXXXXXX.

Study/XXXXXXXXXXXXXXXXXXXXX.

Basic XXXXXXXXXXXXXXXXXXXXX.

2

CHAPTER 2: LITERATURE REVIEW

2.1 Hardened Properties of Concrete

Concrete is a XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

tensile strength, modulus of rupture and creep (Aslam-2019).

2.1.1 Compressive Strength

An important property of concrete used as an index of all other properties of

concrete According to SBC304. XXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XX The compressive strength determining procedure is presented in Figure 2.1;

while, Table 2.1 shows test results of the specimens used in this study.

Figure 2.1: Compressive strength testing, a. molding b. capping c. testing of cylinder and

3

cubes (Note: insert figure as enhanced metafile. The caption of the figure is bold, centered, 10 points Times New Roman)

Table 2.1: Compressive strength test resultsSample No. Size of specimen Shape of

specimenCompressive

strength, MPa1 150 x 300 Cylinder 27.52 150 x 300 Cylinder 28.93 150 x 300 Cylinder 26.3

Note: Table is single spaces, black colored text with black border lines. The text size in the table is 12 points, times new roman. The caption of the table is bold, centered, 10 points times new roman.

2.1.2 Modulus of Elasticity of concrete

The modulus of elasticity of concrete is an important hardened property of

concrete. The service life of concrete is primarily a function of this important

property. In most cases compressive strength of concrete used as an index for the

determination of the compressive strength of concrete (Aslam et al.-2018). The

modulus of elasticity of normal strength concrete can be determined using

Equation 2.1.

4700√ f c' 2.1

4

CHAPTER 3: METHODOLOGY

3.1 General

This chapter sheds light on the adopted methodology to accomplished the tasks of

this project. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

3.2 XXXXXX

3.2.1 XXXXXX

3.2.1.1 XXXXXXX

5

CHAPTER 4: RESULTS AND DISCUSSION

4.1 General

This chapter shed the light on the results obtained in this project along with the

discussion of those results. XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

4.2 Experimental Findings

The ultimate punching shear forces for the tested panels along with the average

concrete compressive strength and the concrete direct tensile strength are

presented in Table 4.1. It is convenient to view the results of each aggregate type

along with its tensile and compressive strength. The choice to present the results

in this form is intended to explore some fundamental relationships. It is

recognized in the literature and building codes that punching shear strength is a

direct function of square or cube root of compressive strength.

XXXXXXXXXXXXXXXXXXXX.

Xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxxxxx.

Table 4.1: Summary of the test resultsSample No. Panel ID Compressive

strength at 28 days, MPa

Ultimate punching shear, kN

1 RY-W25-S10 102.40 922 RY-W35-S0 70.70 1033 RY-W35-S10 74.60 102

4.2.1 XXXXXX

4.2.1.1 XXXXXXX

6

CHAPTER 5: CONCLUSIONS AND

RECOMMENDATIONS

This project reports on punching shear behavior of twenty-one full-scale

reinforced concrete panels, investigated experimentally and through finite element

simulation. The aim of the study was to shed some light on punching shear of

high strength concrete panels incorporating different types of aggregate and silica

fume, in order to assess the validity of the existing code models with respect to

the role of compressive and tensile strength of high strength concrete. The main

findings of the study may be summarized as follows:

XXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXX

7

......................................................................REFERENCE

Journal Article (This title will be deleted in final version of the report)

General form:

Author(s), year, article title, journal title, volume (with issue number if a), relevant page numbers.

Specific reference style:

1. Aslam, F., Shuraim, B.A., and Hussain, R.R., (2019), “Modulus of

elasticity of concrete”, 19(10), 210-219.

2. Aslam, F., and Shuraim, B.A., (2019), “Modulus of elasticity of concrete”,

19(10), 210-219.

3. Aslam, F., (2019), “Modulus of elasticity of concrete”, 19(10), 210-219.

Reference to a book (This title will be deleted in final version of the report)

General form:

Author(s), Year, Title, Publisher, relevant page number(s).


4. Jeter, Sheldon and Donnell, Jeffery, 2004, Writing Styles and Standards in

Undergraduate Reports, College Publishing, Glen Allen, VA, p. 141-142.

Reference to the Internet search (This title will be deleted in final version of report)

General form:

Author(s), year, title of page, full URL, date viewed, organization.


5. Pascal, C. C., 1995, “ME 4054: Thermal Sciences Laboratory,”

Http://sk19.me.gatech.edu/laseb/me4054/me4054.thm, Jan. 8, 1998,

George Woodruff School of Mechanical Engineering, Atlanta, GA.

8

APPENDIX A: PANEL DESIGN CRITARIA

Write down any text which is not part of the main writing body of the project.

9

APPENDIX B: SHEAR REINFORCENT IN SLABS

Write down any text which is not part of the main writing body of the project.

10

Documents

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