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Why internal stress distribution is different between a circular and rectangular object

student85
in Engineering

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Hi, currently i'm having question regarding the internal stress distribution for circular and rectangular shape soild. May i ask why
their internal stress distribution is different? Is it because the inner sturcture or composition of the soild is different? Or is it their calculation of stress is different? Please kindly advice

Thanks

It's because the temperature profile during cooling (possibly quenching) depends on the shape.

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