What is the output convention for planar element internal stresses?

 
  • Information
  • Software
    Advance Design
  • Module
    Advance Design - All
  • Version
    > 2009
  • Type
    General
  • Difficulty
    *

General stress results on shell type planar elements are sxx, syy, sxy, sxz, and syz. Stresses sij (where "i" can be x or y and "j" can be x, y or z) are stresses that occur on the "i" face of an element on direction "j". For example, stress sxx acts on the "x" face ("perpendicular" to the local "x" axis) and having the direction "x". Another example is sxy, which is the stress that acts on the "x" face with the direction given by the "y" axis.

The following figure shows an example for all stresses that can appear on shell elements:

What is the output convention for planar element internal stresses

s1 and s2 are stresses on the principal direction:

What is the output convention for planar element internal stresses

What is the output convention for planar element internal stresses

The angle that gives the orientation of principal stresses is:

What is the output convention for planar element internal stresses

What is the output convention for planar element internal stresses

What is the output convention for planar element internal stresses

Advance Design computes, on three zones by thickness, the stresses of planar elements: superior face, middle and inferior face. In order to correctly identify the output, the rule is that the "z" axis orientation will always point to the superior face.

What is the output convention for planar element internal stresses

What is the output convention for planar element internal stresses


What is the output convention for planar element internal stresses


What is the output convention for planar element internal stresses


What is the output convention for planar element internal stresses


What is the output convention for planar element internal stresses

Advance Design will also compute the Von Mises equivalent stresses (compute by using the Strength of Materials formula):

What is the output convention for planar element internal stresses

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