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Solutions for Civil Engineering Materials, 1st Edition Sivakugan (All Chapters included)
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Complete Solutions Manual for Civil Engineering Materials, 1st Edition by Nagaratnam Sivakugan, Carthigesu T. Gnanendran, Rabin Tuladhar, M. Bobby Kannan ; ISBN13: 9781305386648....(Full Chapters included Chapter 1 to 13)...1. ENGINEERING BEHAVIOR OF MATERIALS -- SOME FUNDAMENTALS. 2. CHEMISTRY OF...

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  • May 29, 2024
  • 91
  • 2018/2019
  • Exam (elaborations)
  • Questions & answers

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  • solutions
  • manual
  • answer guide
  • exercises
  • problems
  • civil
  • engineering
  • materials
  • 1st edition
  • sivakugan
  • 9781305386648
  • solutions manual
  • 1e

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  • Engineering Management
  • Engineering Management

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An Instructor’s Solutions Manual to Accompany
CIVIL ENGINEERING MATERIALS, 1ST EDITION
NAGARATNAM SIVAKUGAN
CARTHIGESU T. GNANENDRAN
RABIN TULADHAR
M. BOBBY KANNAN

,INSTRUCTOR'S SOLUTIONS MANUAL
TO ACCOMPANY




Civil Engineering
Materials
1st EDITION



NAGARATNAM SIVAKUGAN
CARTHIGESU T. GNANENDRAN
RABIN TULADHAR
M. BOBBY KANNAN

, Contents

Chapter 1:............................................................................................................................ 1

Chapter 2:............................................................................................................................ 7

Chapter 3:.......................................................................................................................... 13

Chapter 4:.......................................................................................................................... 17

Chapter 5:.......................................................................................................................... 21

Chapter 6:.......................................................................................................................... 33

Chapter 7:.......................................................................................................................... 41

Chapter 8:.......................................................................................................................... 53

Chapter 9:.......................................................................................................................... 67

Chapter 10:........................................................................................................................ 71

Chapter 11:........................................................................................................................ 77

Chapter 12:........................................................................................................................ 81

Chapter 13:........................................................................................................................ 85

, Chapter 1
1. d

2. a

3. d

4. d

5. c

6. b

7. c

8. In elastic-plastic model (Figure 1.4c), the stress-strain plot consists of two separate segments
with the first segment being perfectly elastic and the second being perfectly plastic. In
elasto-plastic model, the elastic and plastic strains occur simultaneously at all strain levels.



9. 
a  b
This can be written as
1

a b

When   ,  = u = 1/b
d (a  b )1  b a
 
d (a  b ) 2
(a  b ) 2

d 1
At  = 0, 
d a


10. From Figure 1.16, the yield stress is about 145 MPa.
Young’s modulus E = 155/0.005 = 31,000 MPa or 31.0 GPa.
At 3% strain (i.e.,  = 0.03), the stress is 280 MPa.
Unloading takes place along the line BC shown in the figure. The elastic strain is given by
280
e   0.009 or 0.9%
31000
Therefore, the plastic strain is given by


1
© 2018

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