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