Research and Application of Composite Girder with Concrete Filled Tubular Flange

Chun Sheng Wang; Xiao Liang Zhai; Jing Wei Zhu; Shuang Jie Zheng

doi:10.4028/www.scientific.net/AMR.250-253.2538

Paper Titles

Comparative Research on Mechanical Behavior of Column-Bracing System between Fixed-Ended and Pin-Ended Column Base
p.2519

Study on Mechanical Performance of Corroded High-Strength Steel Bars
p.2524

Pit Bearing Capacity Effect to Status of Soil Plug during Pile Driving in Ocean Engineering
p.2530

Bending Behavior Analysis of Composite Girders with Concrete Filled Tubular Flange
p.2534

Research and Application of Composite Girder with Concrete Filled Tubular Flange
p.2538

Real Truck Loading of a Full-Scale Orthotropic Steel Deck Model
p.2542

Identification of Near-Field Pulse-Like Ground Motions Recorded at Bajiao Station during the Mainshock of the Great Wenchuan Earthquake
p.2546

Directivity Effect in the Peak Ground Acceleration Fields and Attenuation Relations - A Case Study of the Ms 8.0 Wenchuan Earthquake
p.2554

Study on a Simple Self-Resetting Sliding Isolation
p.2558

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Research and Application of Composite Girder with...

Research and Application of Composite Girder with Concrete Filled Tubular Flange

Abstract:

In order to promote the applications of steel and concrete composite girder with concrete-filled tubular up-flange (SCCGCFTF) in practical bridge engineering, some actual issues for SCCGCFTF bridge structures have been discussed. The finite element static and dynamic analysis models of SCCGCFTF and conventional composite I-shape girder (CCIG) bridge structures were established. Then the stiffness, stress and dynamic characteristics of these composite girder bridges were studied and compared. Based on the numerical analysis results, the mechanical characters of SCCGCFTF bridges are obtained, and some design rules for SCCGCFTF bridges are also proposed. The analysis results show that SCCGCFTF bridges have high practical engineering application value.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2538-2541

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.2538

Citation:

Cite this paper

Online since:

May 2011

Authors:

Chun Sheng Wang, Xiao Liang Zhai, Jing Wei Zhu, Shuang Jie Zheng

Keywords:

Bridge Engineering, Concrete-Filled Tubular Up-Flange, Engineering Application, Finite Element Analysis (FEA), Steel and Concrete Composite Girder

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] R. Sause, H. Abbas, B. G. Kim, R. Driver, and A. Smith: Innovative High Performance Steel Girders for Highway Bridges, edited by A. Azizinamini, Y. Aaron, and A. Magdy, High Performance Materials In Bridges, ASCE, 2003.

DOI: 10.1061/40691(2003)27

Google Scholar

[2] B. G. Kim: High Performance Steel Girders with Tubular Flange. Lehigh University, 2005.

Google Scholar

[3] Y. L. Wang, C.S. Wang, X. L. Zhai, L. Duan, and B.R. Li: Experimental Research of Bending Capacity for Steel and Concrete Composite Girder with Concrete Filled Tubular Up-flange. (Journal of Traffic and Transportation Engineering, China, 2008).

DOI: 10.4028/www.scientific.net/amr.250-253.2534

Google Scholar

[4] C. S. Wang, X. L. Zhai and L. Duan: Flexural limit load capacity test and analysis for steel and concrete composite beams with tubular up-flanges.12th International Symposium on Tubular Structures, 2008.

DOI: 10.1201/9780203882818.ch46

Google Scholar

[5] A. Smith: Design of HPS Bridge Girders with Tubular Flange. Lehigh University, 2001.

Google Scholar