Stress-strain relationship for concrete
Last modified by Fredrik Lagerström on 2020/05/28 18:06
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For the interval εc ≤ εc1,θ,
For the interval εc1,θ ≤ εc ≤ εcu1,θ,
For the interval εc > εcu1,θ,
εc(θ) = 0
0
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