Two New Quadrilateral Elements Based on Strain States
In this paper, two new quadrilateral elements are formulated to solve plane problems. Low sensitivity to geometric distortion, no parasitic shear error, rotational invariance, and satisfying the Felippa pure bending test are characteristics of these suggested elements. One proposed element is formul...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Tehran Press
2015-06-01
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| Series: | Civil Engineering Infrastructures Journal |
| Subjects: | |
| Online Access: | http://ceij.ut.ac.ir/article_53712_416b84d15e91e08fa5d51ee1ce849362.pdf |