[1]赵 航,王秋维,史庆轩.考虑嵌固支座约束的钢筋混凝土柱数值分析研究[J].西安建筑科技大学学报(自然科学版),2022,54(06):906-913.[doi:10.15986/j.1006-7930.2022.06.014 ]
　ZHAO Hang,WANG Qiuwei,SHI Qingxuan.Numerical analysis on reinforced concrete columns with restraint of support[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2022,54(06):906-913.[doi:10.15986/j.1006-7930.2022.06.014 ]
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考虑嵌固支座约束的钢筋混凝土柱数值分析研究()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
54
期数:
2022年06期
页码:
906-913
栏目:
西部“一带一路”沿线城镇绿色更新发展
出版日期:
2022-12-28

文章信息/Info

Title:
Numerical analysis on reinforced concrete columns with restraint of support
文章编号:
1006-7930(2022)06-0906-08
作者:
赵 航1; 4; 王秋维1; 2; 3; 史庆轩1; 2; 3
(1.西安建筑科技大学 土木工程学院,陕西 西安 710055; 2.西部绿色建筑国家重点实验室,陕西 西安 710055; 3.西安建筑科技大学 结构工程与抗震教育部重点实验室,陕西 西安 710055; 4.陕西工业职业技术学院 土木工程学院,陕西 咸阳 712000)
Author(s):
ZHAO Hang1; 4;  WANG Qiuwei1; 2; 3;  SHI Qingxuan1; 2; 3
(1.School of Civil Engineering, Xi'an Univ. of Arch. & Tech., Xi'an 710055, China; 2.State Key Laboratory of Green Building in Western China, Xi'an 710055, China; 3.Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education(XAUAT), Xi'an 710055, China; 4.School of Civil Engineering Shaanxi Polytechnic Institute, Shaanxi Xianyang 712000, China)
关键词:
嵌固支座约束;  纤维单元;  钢筋混凝土柱;  抗震性能;  数值模拟;  轴压比
Keywords:
restraint of support;  fiber element;  reinforced concrete column;  seismic performance;  numerical simulation;  axial compression ratio
分类号:
TU398
DOI:
10.15986/j.1006-7930.2022.06.014
文献标志码:
A
摘要:
嵌固支座对钢筋混凝土柱根区域具有一定约束作用,而传统纤维单元中并未考虑此约束,对以弯曲破坏为主的钢筋混凝土柱进行数值模拟,发现不考虑嵌固支座约束时柱的承载力较试验值低,且轴压比越大偏低越多.分析混凝土强度和峰值应变对柱正截面抗弯承载力的影响,揭示嵌固支座约束对承载力的提高机理,分别采用修正系数K1、K2、K3反映约束作用对破坏控制截面位置、混凝土强度和峰值应变的影响,建立了修正后的钢筋混凝土柱纤维模型,计算与试验结果吻合良好,表明所提方法有较好的适用性.
Abstract:
The support has a certain constraint effect on the root region of the reinforced concrete column, which is not considered by the traditional fiber element. The numerical simulation of the reinforced concrete column with bending failure is carried out, and it is found that the simulated bearing capacity of the column is lower than the test value, and the larger the axial compression ratio is, the lower it is. It is revealed that the restraint of support improve the bearing capacity by analyzing the influence of concrete strength and peak strain on column flexural bearing capacity of normal section,the parameters K1, K2, K3, are used respectively to reflect the effect of restraint of support on damage control section, the influence of concrete strength and peak strain, the modified fiber reinforced concrete column model is established, the calculation results coincide with the experiment, and shows that the proposed method has better applicability.

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备注/Memo

备注/Memo:
收稿日期:2020-11-22修改稿日期:2022-11-05
基金项目:国家自然科学基金项目(51878543,51878540); 陕西省教育厅重点科学研究计划项目(20JS078); 陕西工业职业技术学院科研计划项目(2021YKYB-066)
第一作者:赵 航(1990—),男,博士生,主要从事(超)高层建筑研究.E-mail:zhaohang800@163.com
通信作者:王秋维(1982—),女,博士,教授,博士生导师,主要从事钢-混凝土组合结构研究.E-mail:wqw0815@126.com
更新日期/Last Update: 2022-12-28