Which is not true about the pure bending of inhomogeneous (composite) sections a

Question

Which is not true about the pure bending of inhomogeneous (composite) sections as described in section 4.4? The axial stress is zero at the neutral axis. The axial strain in the x-direction is a piecewise linear function of y over the section with different slopes depending on the Young's modulus for the respective materials. The axial stress in the x-direction is a piecewise linear function of y over the section with different slopes depending on the Young's modulus for the respective materials. The axial strain in the x-direction is a single linear function of y over the section.

Explanation / Answer

option B

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