Warping shear stresses in nonuniform torsion of composite bars by BEM

被引:50
|
作者
Sapountzakis, EJ [1 ]
Mokos, VG [1 ]
机构
[1] Natl Tech Univ Athens, Dept Civil Engn, Inst Struct Anal & Seism Res, GR-15773 Athens, Greece
关键词
nonuniform torsion; shear stresses; warping; bar; beam; twist; boundary element method;
D O I
10.1016/S0045-7825(03)00417-1
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper a complete approximation of the nonuniform torsion problem of composite bars of arbitrary constant cross section using the boundary element method is developed. The composite bar consists of a matrix surrounding a finite number of inclusions. The materials have different elasticity and shear moduli and are firmly bonded together. The bar is subjected to an arbitrarily concentrated or distributed twisting moment, while its edges are restrained by the most general linear torsional boundary conditions. Since warping is prevented, beside the Saint-Venant torsional shear stresses, the warping normal and shear stresses are also computed. Three boundary value problems with respect to the variable along the beam angle of twist and to the primary and secondary warping functions are formulated and solved employing a pure BEM approach, that is only boundary discretization is used. Both the warping and the torsion constants together with the torsional shear stresses and the warping normal and shear stresses are computed. Numerical results are presented to illustrate the method and demonstrate its efficiency and accuracy. The magnitude of the warping shear stresses due to restrained warping is investigated by numerical examples with great practical interest. (C) 2003 Elsevier B.V. All rights reserved.
引用
收藏
页码:4337 / 4353
页数:17
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