In this paper, a six-node triangular C plate bending element is developed by the assumed strain formulation. The sampled transverse shear strains in the element are chosen such that the latter has a favourable constraint index of shear locking and the strains are optimized with respect to a linear p
Quadratic NMS Mindlin-plate-bending element
β Scribed by Chang-Koon Choi; Yong-Myung Park
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 154 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0029-5981
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β¦ Synopsis
The development of a robust and e$cient quadratic Mindlin-plate-bending elements mainly by the use of non-conforming displacement modes is presented in this paper. A brief review on the previous e!orts to develop e$cient non-conforming Mindlin plate bending elements is also given. The behaviour of the newly proposed plate element is further improved by the combined use of nonconforming displacement modes, the selectively reduced integration scheme, and the assumed shear strain "elds. Thus, the newly developed element has been designated as &NMS-8P'. The improvement achieved may be attributable to the fact that the merits of these improvement techniques are merged in the formation of the new element in a complementary manner. The proposed 8-node element passes the patch tests, does not show spurious mechanism, and does not produce shear locking phenomena even with distorted meshes. It is also shown that the element produces reliable solutions through numerical tests for standard benchmark problems.
π SIMILAR VOLUMES
In this paper, a six-node triangular C 0 plate bending element is developed by the assumed natural strain method. In the element, all the sampled natural transverse shear strains are chosen such that the latter has a favourable constraint index and the strains are optimized with respect to a linear
We investigate a new rectangular element for the Reissner-Mindlin model based on the primitive variable system. Nonconforming rotated Q1 element is used to approximate the transverse displacement, and the biquadratic element is used for the rotation. A convergent error estimate is obtained, which is