Coordinates transformation for stress computation on each bar element (return to element level formulation)
[ue, sigma, f] = stressbar3d(E, A, B, T, tc, u0, ne)
Cross-sectional Area [ne x 1]
Deformation matrix [ne*1 x 2]
Coordinates Transformation matrix [ne*2 x 6]
Table of connectivity [ne*DOFe x 3]
Complete nodal displacements vector [DOFn*nn x 1]
Number of nodes [1 x 1]
Nodal displacements vector of the element in global coordinates [DOFe x 1]
Normal stress vector [ne x 1]
Normal loads vector [ne x 1]
// Demo: exec(atomsGetInstalledPath(["CEMEF-UTN" "1.1.6"]) + "/demos/HVtower.dem.sce", -1); // Press the "View-code" menu to see the detailled code. | ![]() | ![]() |