Analytical Solution of Composite Curved I-Beam considering Tangential Slip under Uniform Distributed Load

Author:

Qin Xu-Xi1ORCID,Chen He-Ping2,Wang Shu-Juan3

Affiliation:

1. College of Traffic, Jilin University, Changchun 130025, China

2. Ingram School of Engineering, Texas State University, San Marcos, TX 78666, USA

3. Jilin Provincial Transport Scientific Research Institute, Changchun 130025, China

Abstract

An analytical solution of composite curved I-beam considering the partial interaction in tangential direction under uniform distributed load is obtained. Based on the Vlasov curved beam theory, the global balance condition of the problem has been obtained by means of the principle of virtual work; integrating this by parts, the governing system of differential equations and corresponding boundary conditions have been determined. Analytical expressions for the composite beam considering the partial interaction have been developed. In order to verify the validity and the accuracy of this study, the analytical solutions are presented and compared with other three FEM results using the space beam element and the shell element. The deflection and the tangential slip of the composite curved I-beam are investigated.

Publisher

Hindawi Limited

Subject

General Engineering,General Mathematics

Reference20 articles.

1. On composite beams and columns with special regard to nailed timber structures;H. Granholm

2. Tests and analysis of composite beams with incomplete interactions;N. M. Newmark;Proceedings of the Society for Experimental Stress Analysis,1951

3. Layered Beam Systems with Interlayer Slip

4. Layered wood systems with inter-layer slip;J. R. Goodman;Wood Science,1969

5. Composite Beam‐Columns with Interlayer Slip—Exact Analysis

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