+1 vote
in Finite Element Method by (110k points)
In Classical Plate Theory, because the 4-noded rectangular element is non-conforming, it gives poor results in approximation.

(a) True

(b) False

I had been asked this question in class test.

My query is from Classical Plate Model topic in portion Bending of Elastic Plates of Finite Element Method

1 Answer

+2 votes
by (185k points)
selected by
 
Best answer
Right choice is (b) False

Best explanation: Elements that violate any of the continuity conditions are known as non-conforming elements. Thus, the four-node rectangular element with w approximated by a 12-term polynomial is non-conforming. Despite this deficiency, the element is known to give good results. A similar discussion leads to the conclusion that the three-node triangular element is the non-conforming type and found to have convergence problems and singular behavior for certain meshes.

Related questions

We welcome you to Carrieradda QnA with open heart. Our small community of enthusiastic learners are very helpful and supportive. Here on this platform you can ask questions and receive answers from other members of the community. We also monitor posted questions and answers periodically to maintain the quality and integrity of the platform. Hope you will join our beautiful community
...