This note relates to the analysis of thin, elastic, rectangular plates. Each plate has symmetry about the transverse centre line, but the transverse form of displacement can take any form, depending on the degree of support (if any) along each longitudinal edge, and on the manner of loading. The lat
β¦ LIBER β¦
Efficient large deflection analysis of rectangular plates with general transverse form of displacement
β Scribed by G.H. Little
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 602 KB
- Volume
- 71
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Large deflections of rectangular plates
β
G.H. Little
π
Article
π
1999
π
Elsevier Science
π
English
β 137 KB
Elastic large deflection analysis of iso
β
G.J. Turvey; M.Y. Osman
π
Article
π
1990
π
Elsevier Science
π
English
β 625 KB
The solution of rectangular plates with
β
Pan Li-zhou; Chen Wei-zhong
π
Article
π
1990
π
Springer
π
English
β 442 KB
Large deflections of rectangular orthotr
β
A. Suryanarayana; J. Ramachandran
π
Article
π
1978
π
Elsevier Science
π
English
β 563 KB
Large deflection analysis of rectangular
β
Su Xu-ming; Zhao Zu-wu
π
Article
π
1991
π
Springer
π
English
β 243 KB
Shear flexible element based on coupled
β
V. Sita Thankam; Gajbir Singh; G. Venkateswara Rao; A.K. Rath
π
Article
π
2003
π
Elsevier Science
π
English
β 158 KB
A shear deformable theory accounting for the transverse-shear (in the sense of Reissner-MindlinΓs thick plate theory) and large deflections (in the sense of von Karman theory) is employed in the construction of variational statement. A four-node, lock-free, shear-flexible rectangular plate element b