Hello All,
Are there are any equations which take into account combined loading (bi-axial compression,shear and in plane bending) into account in calculating a buckling allowable for composite (or isotropic) flat plates with four edges SS. Thanks.
Hello,
I am supposed to size a square panel which should resist large bending load.Instead of having blade stiffeners at the back of the panel I was wondering if a solid core(sandwich panel)would be better design. If yes, then what are the advantages of designing the structure using the...
Hello All,
I have a basic question about Cquad's in Nastran. Suppose I apply bending moment to a cantilevered plate modeled using cquad4 would all the moment react as couple and show up as Fx in the shell element results or should I check Mx and then calculate the bending stress by hand...