DocumentCode :
3238882
Title :
8-node hexahedron hybrid element based on ABAQUS
Author :
Hao, Li ; Cheng, Xiao Ru ; Yuntao, Yao
Author_Institution :
Dept. of Bridge Eng., Tongji Univ., Shanghai, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
1887
Lastpage :
1890
Abstract :
An 8-node hexahedron hybrid stress element is developed by using the user element interface(UEL) in ABAQUS. ABAQUS element library are expanded. The 8-node hexahedron hybrid stress element is based on the modified Hellinger-Reissner variation principle with non-conforming displacement functions. The element can be used in 3-D finite element analysis of straight box girders .The numerical example indicate that the hybrid stress element can get good result in the finite element analysis under coarse mesh. The feasibility and validity of the interface subroutine has also been proved.
Keywords :
beams (structures); finite element analysis; software libraries; stress analysis; structural engineering computing; user interfaces; 3D finite element analysis; 8-node hexahedron hybrid stress element; ABAQUS element library; Hellinger-Reissner variation principle; nonconforming displacement function; straight box girders; user element interface; Algorithms; Bridges; Finite element methods; Soil; Stress; Structural beams; 3-D analysis; UEL; hybrid stress; redevelopment;
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.2011.5775363
Filename :
5775363
Link To Document :
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