|Table of Contents|

Analysis of Seismic Performance of Reinforced Concrete Short Columns with Different Sizes After High Temperature(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2021年05期
Page:
15-25
Research Field:
Publishing date:

Info

Title:
Analysis of Seismic Performance of Reinforced Concrete Short Columns with Different Sizes After High Temperature
Author(s):
JIN Liu;  LIN Man-fang;  LI Xiao-ya;  ZHANG Ren-bo
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China)
Keywords:
RC short column;  high temperature;  seismic performance;  cross-section size;  shear bearing capacity
PACS:
TU375.3
DOI:
10.19815/j.jace.2021.02031
Abstract:
In order to study the mechanical performance of reinforced concrete short columns with different sizes under the coupling action of high temperature and earthquake, the three-dimensional numerical model was established to study the seismic behavior of reinforced concrete(RC)short columns after high temperature fire. The horizontal repeated loading tests of 12 RC columns with similar geometry and different sizes after different fire duration were carried out. On the basis of verifying the validity of the model, the influence law and failure mechanism of fire time and cross-sectional size on RC column temperature field distribution, destruction mode, skeleton curve under low cyclic loading, displacement ductility, stiffness degradation, and shear-resistant carrying capacity were studied. Based on the simulation data and the classical idea of the size effect of Bazant, a practical calculation formula of shear bearing capacity of reinforced concrete columns was proposed by introduction of two parameters considering the size effect of concrete strength and the influence of fire duration. The results show that the larger the cross-section size of RC column is, the greater the temperature gradient and the more uneven of the temperature field are. The temperature rise of corner reinforcement is faster than that of other longitudinal reinforcements. The concrete cover can help delay the rise of steel bar temperature. The rate of stiffness degradation after high temperature is slower than that at ordinary temperature. The larger the member size is, the faster the stiffness degradation is. The shear bearing capacity of reinforced concrete columns decreases with the increase of fire duration and is affected by the cross-section size of members. The proposed practical calculation formula of shear bearing capacity of reinforced concrete columns can be used as a reference for safety determination of large-size reinforced concrete columns after fire.

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Last Update: 2021-09-01