## Abstract A shear panel element of general quadrilateral shape is so formulated that it assumes a state of constant shear flow. This is achieved by using isoparametric shape functions to approximate the displacement field and then using the mean of the strainβdisplacement matrix to evaluate shear
β¦ LIBER β¦
A stress-based quadrilateral shear panel
β Scribed by Howard D. Curtis; Glenn P. Greiner
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 984 KB
- Volume
- 21
- Category
- Article
- ISSN
- 0168-874X
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