Question

A cylindrical sample of cross-sectional area AA, length LL, and Young’s Modulus EE, is subjected to a constant uniaxial load PP. Within the elastic limit of loading, the total strain energy stored is

MCQ

(A) 2P2LAE\frac{2P^2L}{AE}

(B) P2L2AE\frac{P^2L}{2AE}

(C) PLA2E\frac{PL}{A^2E}

(D) P2LAE\frac{P^2L}{AE}

Solutions
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