DRESP1 - Static Stress Item Codes for Bar Elements using PBARL, PBEAML Properties |
|||||
DRESP1 - Static Stress Item Codes for Bar Elements using PBARL, PBEAML Properties |
The evaluation stresses (normal, shear, and von Mises) for each bar element are listed in the links provided below. The shear stress includes torsion and shear.
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
|
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
The location of point 5 will be determined by varying the from 0 to 360 degrees to find the maximum von Mises stress. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
The location of point 5 will be determined by varying the from 0 to 360 degrees to find the maximum von Mises stress. |
Cross-sectional dimensions and stress constraint evaluation points Evaluation Stresses
Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane. |