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

Yu Ji Chen; Qi Zhi Luo

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

Paper Titles

Experimental Research of a Steel Frame with Cantilever Beam Spliced Joints under Surface Deformation
p.443

The Damage Characteristic Influence and the Seismic Measure Research on the Frame Structure by the Filler Wall
p.447

Strain-Rate Sensitivity of Concrete: Influence of Temperature
p.453

Bearing Capacity and Mechanical Behavior Experiment on Large Diameter-Expanding Pile
p.457

Galerkin Solutions of the Simply-Supported Steel and Concrete Composite Girder in Considering Relative Slips and Shear Lags
p.461

Anti-Seismic Capacity Analysis and Structural Appraisal & Reinforcement of a Multi-Story Masonry Building with Load-Bearing of Longitudinal Wall
p.466

The Crashworthiness Properties of Rectangular Column Steel Sandwich Protection Devices for the Bridges
p.472

Anti-seismic Analysis of Masonry-Reinforced Concrete Composite Structure Based on LS-DYNA
p.477

Simplified Computation of Elastic-Plastic Displacement Response of High-Rise Steel Structure under Earthquake Considering Torsional Effect
p.481

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Galerkin Solutions of the Simply-Supported Steel...

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

Abstract:

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

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

461-465

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.461

Citation:

Cite this paper

Online since:

May 2011

Authors:

Yu Ji Chen, Qi Zhi Luo

Keywords:

Galerkin's Method, Relative Slip, Shear Lag, Steel and Concrete Composite Girder

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Kristek V．A Shear Lag Analysis for Composite Box Girder．Journal of Construction Steel Research,Vol.16(1990) ,pp.15-17．

Google Scholar

[2] CHEN Haigen,QIANG Shizhong. Series solution of shear lag of steel—concrete composite box girder. China civil engineering journal,Vol.37(2004),pp.37-40

Google Scholar

[3] TIAN Chunyu, NIE Jianguo.Shear lag analysis of simply supported composite steel-concrete beams. Journal of tsinghua university(science and technology)，Vol.45(2005),pp.1166-1169

Google Scholar

[4] HU Shaowei, NIE Jianguo. Simpled analysis of composite girder under loadings—by the progressior method. Mechanics and engineering, Vol.21(1999),pp.16-17

Google Scholar

[5] JIANG Shaofei, LIU Zhiyang. Finite difference analysis of composite steel-encased pumice concrete beams with partial interaction. Industry construction, Vol.27(1997),pp.10-12

Google Scholar

[6] SUN Feifei, LI Guoqiang. Beam formulation for composite girders with slip，shear lag and shear deformation. Journal of Tongji university (Natural science), Vol.32(2004),pp.436-440

Google Scholar