REDIRECT User:Oh_Isaac
Chapter 1:Analysis of Stress
edit
three-dimensional state of stress
edit
-
prismatic bars of linearly elastic material
edit
- axial loading
- torsion
- bending
- shear
- torque.
- vertical shear force from bending force.
- moment of inertia about neutral axis(N.A.).
- polar moment of inertia of circular cross section.
- distance from the center of torque to the point.
- first moment about N.A. of the area beyond the point at which \tau_{x,y} is calculated.
thin-walled pressure vessels
edit
- cylinder
-
- sphere
- tangential stress in cylinder wall.
- axial stress in cylinder wall.
- membrane stress in sphere wall.
- internal pressure.
- wall thickness.
- mean radius.
axially loaded members
edit
-
-
differential equations of equilibrium
edit
(2-dimensional stress, neglect the stress in the z coordinate.)
Stress tensor
constant.
principal stresses in plane
edit