Answered: 8ẞ²² (BW) 10 *E² 1 δει + E₁ (BW)4 H-…

8ẞ²² (BW) 10 *E² 1 δει + E₁ (BW)4 H- 5ẞ²² E. (BW)6 do (49) do G = [E. (BW) where BW (1-ẞw). 8 (ẞ²² E² (BW)6 (H+3ẞ² ε² E。 (BW)²) dε1 (48)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Develop a function-m file in MATLAB that can be used to generate stress-strain curves for
normal and high strength concrete under uniaxial compression by programming the incremental
constitutive equations (Eqn. 48 and Eqn. 49). Eqn. 48 is strain controlled, whereas Eqn. 49 is
stress controlled.
Main input parameters are fc', Eo and Poisson’s ratio ν. Output shall be plots of stress-strain
curves.

8ẞ²² (BW) 10 *E²
1
δει
+
E₁ (BW)4
H-
5ẞ²²
E. (BW)6
do (49)
do
G = [E. (BW)
where BW (1-ẞw).
8 (ẞ²² E² (BW)6
(H+3ẞ² ε² E。 (BW)²)
dε1
(48)

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