DocumentCode :
3256339
Title :
Seismic performance analysis of reinforced-concrete-frame joints after fire
Author :
Yuzhuo, Wang ; Chuanguo, Fu
Author_Institution :
Sch. of Civil Eng., Shandong Jianzhu Univ., Jinan, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
5417
Lastpage :
5420
Abstract :
Reinforced concrete frame joints (RCFJ) under(after) fire are analyzed by ABAQUS. Joints are heated under dead load by ABAQUS. Subroutines mtemp was programmed to record the highest temperature which nodes experienced. Then the highest temperatures will be put to joints as predefined temperature field by subroutines utemp after high temperature. Load is applied by displacement control. Material´s nonlinearity and the bond-slip between reinforced and concrete are both considered. The stress distribution of joints´ core is accurately analyzed after unit-choose and meshing precisely, seismic performance of RCFJ are analyzed under statically cyclic load, which is in accordance with experimental results.
Keywords :
displacement control; reinforced concrete; structural engineering computing; ABAQUS; cyclic load; displacement control; fire; high temperature field; reinforced concrete frame joints; seismic performance analysis; stress distribution; Algorithms; Concrete; Educational institutions; Finite element methods; Fires; Joints; After Fire; Numerical simulation; Reinforced-concrete-frame Joints; Seismic Performance;
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.2011.5776212
Filename :
5776212
Link To Document :
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