TECHNICAL PAPERS
Apr 1, 1993

Stiffness Matrix for Exact Solution of Sandwich Beam and Frame Systems

Publication: Journal of Structural Engineering
Volume 119, Issue 4

Abstract

This paper formulates the stiffness matrix and a procedure for the analysis of a general class of sandwich beam and frame structures subjected to arbitrary loading and boundary conditions. The computed solutions for both deflections and stresses are exact in the sense that they satisfy the governing differential equation, all boundary conditions, and interelement compatibility. Explicit expressions are given for the formulation of the stiffness matrix, and of the fixedend forces for common loading conditions. The theory is applicable to sandwich construction of both thick and thin facings, with or without edge reinforcement. Preliminary study of the behavior of sandwich beams using the developed theory shows that the Saint Venant principle may not apply to sandwich beams regarding the effects of applied end moments. Restraint against shear deformations will generally reduce deflections and shear stresses in the core, but tend to increase stresses in the facings. Quantitative assessment of these and other factors can be easily carried out with the present theory.

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References

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 4April 1993
Pages: 1150 - 1167

History

Received: Jul 28, 1991
Published online: Apr 1, 1993
Published in print: Apr 1993

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Authors

Affiliations

Kinh H. Ha
Prof., Centre for Build. Studies, Concordia Univ., 1455 de Maisonneuve Blvd. W., Montreal, Quebec, Canada H3G 1M8

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