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Question

In a biaxial strain system εxandεy, what is the maximum engineering shearing strain?

A

εx+εy

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B

εxεy

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C

εx+εy2

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D
εxεy2
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Solution

The correct option is B

εxεy


ϕxy2=(εxεy2)sin2θ+ϕxy2cos2θ

For θ=45and ϕxy=0

ϕxy2=(εxεy2)

ϕxy=(εxεy)

ϕxy=εxεy (magnitude)


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