๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Investigation of the size effects in Timoshenko beams based on the couple stress theory

โœ Scribed by M. Asghari; M. H. Kahrobaiyan; M. Rahaeifard; M. T. Ahmadian


Publisher
Springer
Year
2010
Tongue
English
Weight
322 KB
Volume
81
Category
Article
ISSN
0939-1533

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Investigation of the size effects in Tim
โœ M. Asghari; M. H. Kahrobaiyan; M. Rahaeifard; M. T. Ahmadian ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Springer ๐ŸŒ English โš– 322 KB

In this paper, a size-dependent Timoshenko beam is developed on the basis of the couple stress theory. The couple stress theory is a non-classic continuum theory capable of capturing the small-scale size effects on the mechanical behavior of structures, while the classical continuum theory is unable

The size-dependent vibration analysis of
โœ E. Jomehzadeh; H.R. Noori; A.R. Saidi ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 313 KB

A microscale vibration analysis of micro-plates is developed based on a modified couple stress theory. The presence of the length scale parameter in this theory enables us to describe the size effect in microstructures. A variational approach based on Hamilton's principle is employed to obtain the g

Size effect on dynamic stability of func
โœ Liao-Liang Ke; Yue-Sheng Wang ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 473 KB

Dynamic stability of microbeams made of functionally graded materials (FGMs) is investigated in this paper based on the modified couple stress theory and Timoshenko beam theory. This non-classical Timoshenko beam model contains a material length scale parameter and can interpret the size effect. The

Effect of couple-stresses on the elastic
โœ A. Anthoine ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 221 KB

The problem of the pure bending of a circular cylinder is solved within the linear couple-stress theory. The solution is obtained by correcting the classical solution with a solution in plane strain within the section. A generalized formula is thus derived for the bending inertia of a circular cross