Re-reading this after myself, I really did not do a good job at explaining the load case!
I think the following diagram explains it better.
The case is of an eccentrically loaded tension specimen with the intention of superimposing tension and bending loads.
Fixed supports are actually roller...
Hello all,
So, I am familiar with the derivation of the maximum moment and stress of an eccentrically loaded beam with pinned ends. However how does the calculation change when both ends are fixed? Is such a beam overdetermined?
Thanks for your input! :)
I am also attempting to reduce the bending stiffness for the purpose of simulating a prepreg molding process. I am avoiding having to write a material subroutine. Siavash, were you able to successfully use the SHELL GENERAL SECTION keyword to define your material?
Thanks,
Chris
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I found an ABAQUS...
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