Showing posts with label Tria Element. Show all posts
Showing posts with label Tria Element. Show all posts

Tuesday, 8 May 2012

Why are number of Tria elements restricted to 5% and avoided in critical areas?


Quad element is more accurate than triangular element.

Tria element is stiffer than quad, which results in lesser stress and displacement if used in critical locations.

Consider any standard problem of plate vibration for which analytical answer of natural frequency is known. Create two FE models based on only tria elements and only quad elements (same element length). Tria mesh will show higher value of natural frequency and will deviate more from the exact answer.