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Stiffness Matrix for a Beam Element Including Transverse Shear and Axial Force Effects.

Authors
Chugh-AK
Source
Internat J Numer Methods Eng 11(11):1681-1697
Link
NIOSHTIC No.
10009665
Abstract
A simple and direct procedure is presented for the formulation of an element stiffness matrix on element coordinates for a beam member and a beam-column member including shear deflections. The resulting stiffness matrices are compared with those obtained using the alternative formulation in terms of member flexibilities. The relative effects of axial force and shear force on the stiffness coefficients are presented. The critical buckling loads, considering the effects of shear force, are computed and compared with those available in the literature. Only prismatic members are considered.
Publication Date
19770101
Document Type
OP;
Fiscal Year
1977
Identifying No.
OP 101-77
Issue of Publication
11
Source Name
Internat. J. Numer. Methods Eng., V. 11, No. 11, PP. 1681-1697
Page last reviewed: March 11, 2019
Content source: National Institute for Occupational Safety and Health Education and Information Division