Galerkin Solutions of the Simply-Supported Steel and Concrete Composite Girder in Considering Relative Slips and Shear Lags

Abstract:

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By mean of potential energy various principles,the governing differential equations of the steel and concrete composite girder in considering relative slips between steel girders and concrete slabs and shear lag effects of the flanges and the concrete slab are derived. The equations are solved by Galerkin method. It is shown from the calculating example that the proposed method not only is easy to calculate, but also has high convergent speed

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

461-465

DOI:

10.4028/www.scientific.net/AMR.243-249.461

Citation:

Y. J. Chen and Q. Z. Luo, "Galerkin Solutions of the Simply-Supported Steel and Concrete Composite Girder in Considering Relative Slips and Shear Lags", Advanced Materials Research, Vols. 243-249, pp. 461-465, 2011

Online since:

May 2011

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Price:

$35.00

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