U1 and U2 are the strain energies stored in a prismatic bar due to axial tensile forces P1 and P2, respectively. The strain energy U stored in the same bar due to combined action of P1 and P2 will be
A
U=U1+U2
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B
U=U1U2
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C
U<U1+U2
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D
U>U1+U2
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Solution
The correct option is DU>U1+U2 Strain energy stored in a prismatic bar due to axial load P1, U1=P21L2AE
Due to load, P2,U1=P22L2AE
Due to combined action of P1 and P2 U=(P1+P2)2L2AE =P21L2AE+P22L2AE+2P1P2L2AE U=U1+U2+2P1P2L2AE ⇒U>U1+U2