1.

In case of plane strain, the strain(ε3=0) in one of the principal directions is zero, but the stress is non-zero (σ3 is nonzero) in this direction. σ3= _____________

A. ν (σ1+ σ2)
B. E (1- ν2) (σ1+ σ2)
C. σ1+σ2
D. {E/(1- ν2)} (σ1+ σ2)
Answer» B. E (1- ν2) (σ1+ σ2)


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