DocumentCode
3216497
Title
Effect of integral abutment bridge with the interaction between Pile and soil under temperature load
Author
Zhang, Jin-feng ; Ding, Wen-sheng
Author_Institution
Sch. of Environ. & Archit., Univ. of Shanghai for Sci. & Technol., Shanghai, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2142
Lastpage
2145
Abstract
Since the design of integral abutment bridge are basically depended on experience. In this paper, the three dimensional FEM model of integral abutment bridge is presented. The effect on the loaded property and thermal deformation of integral abutment bridge with the interaction between Pile and soil are analyzed under temperature load, Then compared with those joint bridges. Some reference conclusion offer a theoretical basis for design of Integral abutment bridges.
Keywords
bridges (structures); design engineering; finite element analysis; foundations; soil; integral abutment bridge design; pile-soil interaction; temperature load; three-dimensional FEM model; Bridges; Educational institutions; Finite element methods; Load modeling; Medical services; Soil; Temperature; FEM model; Integral abutment bridge; loaded property; temperature load; the interaction between Pile and soil;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774288
Filename
5774288
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