๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Parkes revisited: Effect of elastic deformation at the root of a cantilever beam

โœ Scribed by X.D. Wang; T.X. Yu


Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
662 KB
Volume
11
Category
Article
ISSN
0734-743X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


On the elastic-plastic deformation of ca
โœ S.R. Reid; X.G. Gui ๐Ÿ“‚ Article ๐Ÿ“… 1987 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 989 KB

Summnry--Following the earlier study by Symonds and Fleming lint. J. Impact Engng 2, 1-36 (1984)], this paper examines certain features of the deformation of an elastic-plastic cantilever beam carrying a tip mass which is subjected to a short pulse loading. The role of elastic deformation in establi

An explicit solution of the large deform
โœ Ji Wang; Jian-Kang Chen; Shijun Liao ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 176 KB

The large deformation of a cantilever beam under point load at the free tip is investigated by an analytic method, namely the homotopy analysis method (HAM). The explicit analytic formulas for the rotation angle at the free tip are given, which provide a convenient and straightforward approach to ca

THE EFFECTS OF CLOSURE OF CRACKS ON THE
โœ M. KISA; J. BRANDON ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 219 KB

The paper develops a "nite element scheme for computing the eigensystem for a cracked beam for di!erent degrees of closure. Previous work in the authors' laboratories has indicated that the ability to extend the use of mode superposition to model breathing conditions in the crack zone would overcome