| 圆钢管RPC轴压短柱有限元分析与承载力计算 |
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| 引用本文： | 戎芹,曾宇声,侯晓萌,菅伟,郑文忠.圆钢管RPC轴压短柱有限元分析与承载力计算[J].哈尔滨工业大学学报,2018,50(12):61-66. |
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| 作者姓名： | 戎芹 曾宇声 侯晓萌 菅伟 郑文忠 |
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| 作者单位： | 哈尔滨理工大学 建筑工程学院,哈尔滨150080 ;结构工程灾变与控制教育部重点实验室哈尔滨工业大学,哈尔滨 150090,结构工程灾变与控制教育部重点实验室哈尔滨工业大学,哈尔滨 150090,结构工程灾变与控制教育部重点实验室哈尔滨工业大学,哈尔滨 150090,结构工程灾变与控制教育部重点实验室哈尔滨工业大学,哈尔滨 150090,土木工程智能防灾减灾工业和信息化部重点实验室哈尔滨工业大学,哈尔滨 150090 |
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| 基金项目： | 国家自然科学基金(51408167); 黑龙江省自然科学基金(QC2017058); 黑龙江省青年创新人才培养计划(UNPYSCT-2017085) |
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| 摘 要： | 圆钢管RPC柱可为大跨、高层与高耸建筑、重载工程建设提供性能优越的竖向构件.现有圆钢管RPC轴压短柱承载力计算公式适用于直径不大于152 mm的钢管RPC柱,对大直径钢管RPC柱,计算值偏大.为研究大直径圆钢管RPC轴压短柱承载力计算公式,利用ABAQUS有限元软件,建立了圆钢管RPC轴压短柱分析模型,完成了134种钢管RPC轴压短柱受力全过程分析,研究了RPC相对约束应力与钢管位移曲线的关系,揭示了套箍系数、核心RPC强度等对其荷载-位移曲线的影响规律.结果表明:当套箍系数小于0.5时,钢管RPC柱荷载-位移曲线不存在强化段;当套箍系数大于0.5时,钢管RPC柱荷载-位移曲线出现强化段;当套箍系数达到1时,强化段极限荷载相对于承载力的提升将超过30%,延性更好.相同截面尺寸的圆钢管RPC柱,随核心RPC轴心抗压强度降低,其横向变形系数增大,钢管对核心RPC的约束作用增强.基于试验和数值分析结果,提出了直径达560 mm圆钢管RPC轴压短柱极限承载力计算公式.
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| 关 键 词： | 圆钢管RPC 轴压 有限元 套箍系数 承载力 |
| 收稿时间： | 2018/7/25 0:00:00 |
Finite element analysis and bearing capacity calculation for RPC-filled circular steel tube columns under axial compression |
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| RONG Qin,ZENG Yusheng,HOU Xiaomeng,JIAN Wei and ZHENG Wenzhong.Finite element analysis and bearing capacity calculation for RPC-filled circular steel tube columns under axial compression[J].Journal of Harbin Institute of Technology,2018,50(12):61-66. |
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| Authors: | RONG Qin ZENG Yusheng HOU Xiaomeng JIAN Wei and ZHENG Wenzhong |
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| Affiliation: | School of Architecture and Civil Engineering, Harbin University of Science and Technology, Harbin 150080, China ;Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology, Ministry of Education, Harbin 150090, China,Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology, Ministry of Education, Harbin 150090, China,Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology, Ministry of Education, Harbin 150090, China,Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology, Ministry of Education, Harbin 150090, China and Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Harbin Institute of Technology, Ministry of Industry and Information Technology, Harbin 150090, China |
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| Abstract: | RPC-filled circular steel tube columns can be applied in long-span buildings, high-rise structures, and heavy loading constructions due to its excellent mechanical performance as vertical members. Currently, the formula of load-bearing capacity of RPC-filled circular steel tube column under axial compression is only applicable for the ones with a diameter less than 152 mm. When the diameter is larger than 152 mm, the calculated value is larger than test data. To solve this problem, finite element analysis on RPC-filled circular steel tube columns under axial compression was conducted using ABAQUS. The relationship of RPC confining stress ratio and RPC-filled circular steel tube column displacement curves were investigated. A total of 134 load-displacement curves of RPC-filled circular steel tube columns were calculated. Results show that when the confinement index is less than 0.5, there is no strengthening stage in load-displacement curves of the RPC-filled circular steel tube columns; when the confinement index is larger than 0.5, the strengthening stage in load-displacement curves occurrs; when the confinement index reaches 1, the ultimate load increases as much as 1.3 times that of the loading bearing capacity, and the ductility becomes higher. With same cross section of RPC-filled circular steel tube column, the lateral deformation coefficient and the confinement effect on core RPC increase with the decrease of RPC strength.Based on the results of experimental and numerical analysis, the calculation formula on bearing capacity of RPC-filled circular steel tube column under axial compression with diameter as large as 560 mm were proposed. |
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| Keywords: | RPC-filled circular steel tube axial compression finite element confinement index bearing capacity |
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