The Effect of Local Structure on the Performance of Curved Steel Box Girder Bridge

Peng Yang; Shuang Hou; Yu Qiang Luo

doi:10.4028/www.scientific.net/AMM.443.114

Paper Titles

High-Precision Programmable Resistor Based on Search Method
p.96

Exploration of Rotation Lowering with Building RC Box-Rib Arch Bridge
p.100

Design and Optimization of a Novel Impedance Transformer
p.105

Research of Static Load Testing Program of Reinforced Concrete Truss Scheme
p.110

The Effect of Local Structure on the Performance of Curved Steel Box Girder Bridge
p.114

Obstacle Avoidance Control Method of Mobile Robot Motion
p.119

Construction Method of Current Controlling Length of Cement Mixing Pile and CFG Pile for Soft Soil Subgrade
p.123

A Method of Impact Simulation in Permanent Magnetic Field
p.129

Material and Design Mechanical Analysis on Kappa Tennis Shoes
p.137

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 443The Effect of Local Structure on the Performance...

The Effect of Local Structure on the Performance of Curved Steel Box Girder Bridge

Abstract:

This paper considers material nonlinearity and geometric nonlinearity,study in-depth the force performance using the finite element method for space curved steel box girder bridge, through the six series of 20 specimens calculation and analysis, simulation different local structures curved steel box girder bridges reflect more accurately the role of various factors in the mechanical behavior. This in-depth analysis of the different local structures in space curved steel box girder bridge performance, for guiding the engineering design has a certain reference value for further study curved steel linear and nonlinear mechanical properties and stability lay a good foundation.

You might also be interested in these eBooks

Computer-Aided Design, Manufacturing, Modeling and Simulation III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 443)

Pages:

114-118

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.443.114

Citation:

Cite this paper

Online since:

October 2013

Authors:

Peng Yang, Shuang Hou, Yu Qiang Luo

Keywords:

Curved Steel Box-Girder Bridge, Forcing Property, Nonlinear Finite Element-Method, Shell Element

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yoo C H. Flexural-torsional stability of curved beams.J. Engrg. Mech. Div. ，ASCE. 1982, 108(6): 1351~1369.

DOI: 10.1061/jmcea3.0002908

Google Scholar

[2] Usami T, Koh S Y. Large displacement theory of thin-walled curved members and its application to lateral-torsional buckling analysis of circular arches．J．Solids Struct. 1980. 16(1): 71~95.

DOI: 10.1016/0020-7683(80)90096-7

Google Scholar

[3] Elias Z M, Chen K L. Nonlinear Shsllow curved beam finite element. Journal of Engineering Mechanics, ASCE, 1998, 44(6): 1076~1087.

Google Scholar

[4] Chang-Huan. Kov. Free vibration analysis of curved thin-walled curved bridges. Journal of Structural Engineering, ACSE, 1992 118(4): 1392~1414.

Google Scholar

[5] Yeong-BinYang, Shyh-Rong Kuo, Yonn-Par cheng. Curved beam elements for nonlinear analysis Ⅱ. Journal of Engineering Mechanics, ASCE, 1989, 115(5): 1094~l111.

Google Scholar