๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Study of warping torsion of thin-walled beams with open cross-section using macro-elements

โœ Scribed by Sorin D. Musat; Bogdan I. Epureanu


Publisher
John Wiley and Sons
Year
1999
Tongue
English
Weight
141 KB
Volume
44
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.

โœฆ Synopsis


Thin-walled beams with open cross-section under torsion or complex load are studied based on the hypotheses of the classical theory (Vlasov). Di erent from previous techniques presented in the literature, the concept of a strip-plate is introduced. This concept is used to accurately model the e ect of bending induced by torsion and to deรฟne an alternate รฟnite element called macro-element. The macro-elements are shown to model more accurately the thin-walled beams under warping torsion or complex load therefore giving better results than the classical theory.


๐Ÿ“œ SIMILAR VOLUMES


Study of warping torsion of thin-walled
โœ Musat, Sorin D. ;Epureanu, Bogdan I. ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 540 KB

A new method for computing the deformation of thin-walled beams with closed cross-section under warping torsional loading is presented. In comparison to the classical theory (Umanski), the hypothesis of no deformation of the contour of the cross-section of the beam is maintained and the assumption o

DYNAMIC STIFFNESS ANALYSIS FOR TORSIONAL
โœ Y. MATSUI; T. HAYASHIKAWA ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 279 KB

An analytical method for determining natural frequencies and mode shapes of the torsional vibration of continuous beams with thin-walled cross-section is developed by using a general solution of the di!erential equation of motion based on Vlasov's beam theory. This method takes into account the e!ec

ACCURATE CALCULATION OF ELASTIC BUCKLING
โœ J. H. Sร„LLSTRร–M ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 712 KB

A so-called exact static stiffness matrix for a uniform beam element with open thin-walled cross-section carrying an axial compressive load is derived. This stiffness matrix is useful in an accurate calculation of bifurcation loads and corresponding buckling modes of space frames built up of such be