## Abstract Based on the mixed shear projected (MiSP) approach [6], an enhanced bending approximation for homogeneous isotropic plates is presented. Some hard benchmark tests, as skew plate (30°) problem for instance, have often shown poor convergence when low order elements (3‐ or 4‐node element)
✦ LIBER ✦
An improved 4-node quadrilateral plate bending element of the Reissner-Mindlin type
✍ Scribed by Fumio Kikuchi; Keizo Ishii
- Publisher
- Springer
- Year
- 1999
- Tongue
- English
- Weight
- 208 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0178-7675
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
An improved three-node hybrid-mixed elem
✍
Rezak Ayad; Alain Rigolot; Nabyl Talbi
📂
Article
📅
2001
🏛
John Wiley and Sons
🌐
English
⚖ 245 KB
A robust triangular plate bending elemen
✍
O. C. Zienkiewicz; D. Lefebvre
📂
Article
📅
1988
🏛
John Wiley and Sons
🌐
English
⚖ 664 KB
An optimally constrained 4 node quadrila
✍
Gangan Prathap
📂
Article
📅
1984
🏛
Elsevier Science
🌐
English
⚖ 642 KB
Application of the quadrilateral area co
✍
Song Cen; Yu-Qiu Long; Zhen-Han Yao; Sing-Ping Chiew
📂
Article
📅
2006
🏛
John Wiley and Sons
🌐
English
⚖ 722 KB
## Abstract The quadrilateral area co‐ordinate method is used to formulate a new quadrilateral element for Mindlin–Reissner plate bending problem. Firstly, an independent shear field is assumed based on the locking‐free Timoshenko's beam formulae; secondly, a fourth‐order deflection field is assume
Field- and edge-consistency synthesis of
✍
G. Prathap; B. R. Somashekar
📂
Article
📅
1988
🏛
John Wiley and Sons
🌐
English
⚖ 814 KB
Bending analysis of mindlin-reissner pla
✍
Choi, Yoo Jin ;Kim, Seung Jo
📂
Article
📅
2003
🏛
Springer-Verlag
🌐
Korean
⚖ 845 KB