𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Concept of Coupled Displacement Field for Large Amplitude Free Vibrations of Shear Flexible Beams

✍ Scribed by Rao, G. Venkateswara; Saheb, K. Meera; Janardhan, G. Ranga

Book ID
121668000
Publisher
The American Society of Mechanical Engineers
Year
2005
Tongue
English
Weight
84 KB
Volume
128
Category
Article
ISSN
0739-3717

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Exact solutions for coupled free vibrati
Exact solutions for coupled free vibrations of tapered shear-flexible thin-walled composite beams
✍ Marcelo T. Piovan; Carlos P. Filipich; VΓ­ctor H. CortΓ­nez πŸ“‚ Article πŸ“… 2008 πŸ› Elsevier Science 🌐 English βš– 735 KB

In this paper, analytical solutions for the free vibration analysis of tapered thin-walled laminated-composite beams with both closed and open cross-sections are developed. The present study is based on a recently developed model that incorporates in a full form the shear flexibility. The model cons

Fundamental frequency for large amplitud
Fundamental frequency for large amplitude vibrations of uniform Timoshenko beams with central point concentrated mass using coupled displacement field method
✍ G. Venkateswara Rao; K. Meera Saheb; G. Ranga Janardhan πŸ“‚ Article πŸ“… 2006 πŸ› Elsevier Science 🌐 English βš– 194 KB

Complex structures used in many fields of engineering are made up of simple structural elements like beams, plates, etc. These structural elements, sometimes carry concentrated point masses at discrete points, and when subjected to severe dynamic environment tend to vibrate with large amplitudes. Bo

Shear flexible element based on coupled
Shear flexible element based on coupled displacement field for large deflection analysis of laminated plates
✍ V. Sita Thankam; Gajbir Singh; G. Venkateswara Rao; A.K. Rath πŸ“‚ Article πŸ“… 2003 πŸ› Elsevier Science 🌐 English βš– 158 KB

A shear deformable theory accounting for the transverse-shear (in the sense of Reissner-MindlinΓ•s 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