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[1]霍静思,杨鑫鑫,李 智.考虑初始荷载的火灾后RC柱抗震性能[J].建筑科学与工程学报,2019,36(05):21-30.
 HUO jing-si,YANG Xin-xin,LI Zhi.Seismic Performance of Post-fire RC Columns with Pre-load[J].Journal of Architecture and Civil Engineering,2019,36(05):21-30.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
36卷
期数:
2019年05期
页码:
21-30
栏目:
出版日期:
2019-09-23

文章信息/Info

Title:
Seismic Performance of Post-fire RC Columns with Pre-load
文章编号:
1673-2049(2019)05-0021-10
作者:
霍静思12杨鑫鑫1李 智1
(1. 湖南大学 建筑安全与节能教育部重点实验室,湖南 长沙 410082; 2. 华侨大学 福建省智慧基础设施与监测重点实验室,福建 厦门 361021)
Author(s):
HUO jing-si12 YANG Xin-xin1 LI Zhi1
(1. Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education, Hunan University, Changsha 410082, Hunan, China; 2. Fujian Provincial Key Laboratory of Intelliguent Infrastructure and Monitoring, Huaqiao University, Xiamen 361021, Fujian, China)
关键词:
钢筋混凝土柱 高温 抗震性能 初始荷载 尺寸效应 轴压比
Keywords:
RC column high temperature seismic performance pre-load size effect axial compression ratio
分类号:
TU375.3
DOI:
-
文献标志码:
A
摘要:
为研究初始荷载作用对火灾后钢筋混凝土(RC)柱抗震性能的影响,分别对3根高温后RC柱和2根常温对比试件进行滞回加载试验。比较分析了不同初始荷载作用下试件的温度场变化、滞回曲线、骨架曲线和破坏模态,重点研究了不同初始荷载与高温冷却全过程对钢筋混凝土柱的破坏模态、剩余变形、剩余承载力、抗弯刚度与延性以及耗能能力的影响。结果表明:初始荷载作用对钢筋混凝土柱高温后的抗震性能影响显著,且存在一定尺寸效应; 初始荷载作用时,随着轴压比增大,高温后试件的破坏模态由弯曲破坏变为压溃破坏; 初始荷载的作用不仅影响柱截面温度场,而且使得高温后试件产生剩余压缩变形,轴压比越大,剩余压缩变形越大,剩余承载力和抗弯刚度均呈增大趋势,而延性和耗能能力呈下降趋势; 高温冷却作用使得试件的承载力、抗弯刚度、延性以及耗能能力总体呈现不同程度的退化; 建议在对受火后钢筋混凝土柱进行损伤评估和抗震性能研究时,应合理考虑初始荷载作用和尺寸效应的影响。
Abstract:
In order to study the effects of pre-loads on the seismic performance of post-fire reinforced concrete(RC)columns, the cyclic loading tests were carried out on three RC columns after high temperature and two specimens at room temperature, respectively. By comparing and analyzing the variation of temperature field, hysteresis curve, skeleton curve and failure mode of specimens under different pre-loads, the effects of different pre-loads and high temperature cooling process on failure mode, residual deformation, residual bearing capacity, flexural stiffness and ductility, and energy dissipation capacity of reinforced concrete columns were emphatically studied. The results show that the effect of pre-load on seismic behavior of reinforced concrete columns after high temperature is significant, and there is a certain size effect. When the pre-load is applied, with the increase of the axial compression ratio, the failure modes of specimens change from bending failure to crushing failure after high temperature. The pre-load not only affects the temperature field of the column section, but also causes the residual compressive deformation of the specimen after high temperature. The larger the axial compression ratio is, the larger the residual compression deformation is, the larger the residual bearing capacity and flexural rigidity are, while the ductility and energy dissipation capacity show a downward trend. High temperature cooling makes the bearing capacity, flexural rigidity, ductility and energy dissipation capacity of the specimens degenerate to varying degrees. It is suggested that the influence of pre-load and size effect should be reasonably considered in damage assessment and seismic performance study of reinforced concrete columns after fire.

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备注/Memo

备注/Memo:
收稿日期:2018-11-07 基金项目:国家自然科学基金项目(51378200); 上海市工程结构安全重点实验室开放课题(2016-KF09) 作者简介:霍静思(1970-),男,吉林梨树人,教授,博士研究生导师,工学博士,E-mail:huojingsi@hqu.edu.cn。
更新日期/Last Update: 2019-09-29