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
Link To Document :
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