Jump to content

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


student85

Recommended Posts

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

Link to comment
Share on other sites

Create an account or sign in to comment

You need to be a member in order to leave a comment

Create an account

Sign up for a new account in our community. It's easy!

Register a new account

Sign in

Already have an account? Sign in here.

Sign In Now
×
×
  • Create New...

Important Information

We have placed cookies on your device to help make this website better. You can adjust your cookie settings, otherwise we'll assume you're okay to continue.