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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)

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)

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter7: Length And Length-related Variables In Engineering
Section: Chapter Questions
Problem 42P
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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)
Transcribed Image Text: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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