student85 Posted February 12, 2013 Share Posted February 12, 2013 Hi, currently i'm having question regarding the internal stress distribution for circular and rectangular shape soild. May i ask whytheir 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 adviceThanks Link to comment Share on other sites More sharing options...
Enthalpy Posted February 12, 2013 Share Posted February 12, 2013 It's because the temperature profile during cooling (possibly quenching) depends on the shape. Link to comment Share on other sites More sharing options...
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