型钢连接装配式混凝土梁柱节点抗震性能研究

胡习兵; 范周军; 孙槐璟; 周莹

doi:10.3724/j.gyjzG23031806

型钢连接装配式混凝土梁柱节点抗震性能研究

doi: 10.3724/j.gyjzG23031806

胡习兵¹,
范周军^1,2, ,,
孙槐璟¹,
周莹¹

1. 中南林业科技大学土木工程学院, 长沙 410004;
2. 中铁城建集团有限公司, 长沙 411100

基金项目:

湖南省自然科学基金面上项目(2020JJ4943)。

详细信息

作者简介:
胡习兵,博士,副教授,主要从事钢结构和装配式结构力学性能与设计方法研究,hxb_is_me@126.com。

通讯作者:
范周军，硕士，助理工程师，主要从事装配式结构力学性能研究，936202596@qq.com。

计量
- 文章访问数: 195
- HTML全文浏览量: 6
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2023-03-18
- 网络出版日期: 2024-08-16

Research on Seismic Performance of PC Beam-Column Joints Connected with Section Steel

1. College of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004, China;
2. China Railway Urban Construction Group Corporation Limited, Changsha 411100, China

摘要

摘要: 为研究型钢连接装配式混凝土(PC)梁柱节点的抗震性能,采用通用有限元分析软件对型钢连接PC梁柱节点的滞回曲线和骨架曲线等抗震性能指标进行了分析。通过对比分析以及改变节点参数,探讨了柱顶轴压比、钢材强度等参数对节点抗震性能的影响。采用叠加法和曲线拟合法,提出了型钢连接PC梁柱节点总耗能简化计算式,并与多篇文献研究结果进行了对比,验证了算式的可靠性。研究结果表明:型钢连接PC梁柱节点抗震性能好,节点的混凝土强度、钢材强度、型钢厚度和梁柱截面高度均对节点抗震性能影响明显,节点总耗能的简化计算式具有较高的计算精度,可用于型钢连接PC梁柱节点及现浇钢筋混凝土节点的总耗能计算分析。
- 型钢连接装配式混凝土梁柱节点 /
- 抗震性能 /
- 有限元分析 /
- 总耗能
Abstract: In order to study the seismic performance of PC beam-column joints connected with section steel, the general finite element analysis software was used to analyze the seismic performance indexes such as hysteretic curves and skeleton curves of PC beam-column joints connected with section steel. Through comparative analysis and changes of joint parameters, the influence of axial compression ratio of column top and steel strength on seismic performance of joints was discussed. By using the superposition method and curve fitting method, a simplified formula for calculating the total energy consumption of PC beam-column joints connected with section steel was proposed, and the reliability of the formula was verified by calculating with the results of several literature. The research results showed that the seismic performance of PC beam-column joints connected with section steel was good, the concrete strength, steel strength, section steel thickness and beam column section height of the joints had obvious influence on the seismic performance of the joints, and the simplified calculation formula of the total energy consumption of the joints had high calculation accuracy, which can be used for the calculation and analysis of the total energy consumption of PC beam-column joints connected with section steel and cast-in-place reinforced concrete joints.
- PC beam column joint connected with section steel /
- seismic performance /
- finite element analysis /
- total energy consumption

HTML全文

参考文献(14)

[1]	吴刚, 冯德成.装配式混凝土框架节点基本性能研究进展[J].建筑结构学报, 2018, 39(2):1-16.
[2]	PARK P, BULL D K. Seismic resistance of frames incorporating precast prestressed concrete beam shells[J]. Journal Prestressed Concrete Institute, 1986, 31(4):54-93.
[3]	ERTAS O, OZDEN S, OZTURAN T. Ductile connections in precast concrete moment resisting frames[J]. PCI Journal, 2006, 51(3):66-76.
[4]	冯杰. 带楼板的圆钢管约束型钢混凝土柱-钢梁外加强环式节点抗震性能研究[D].西安:长安大学, 2021.
[5]	张祥威.预制装配式钢骨混凝土组合柱基节点抗震性能研究[J].工业建筑, 2021, 51(7):137-144.
[6]	苗小燕. 装配式混凝土框架结构新型梁柱型钢连接节点研究[D].北京:北京建筑大学, 2016.
[7]	谷伟, 张馨心, 李忠培, 等.装配式框架结构新型梁柱节点抗震性能试验[J].工业建筑, 2019, 49(5):57-61.
[8]	陈瑞. 装配式混凝土构件型钢连接及截面力学性能研究[D].长沙:中南林业科技大学, 2021.
[9]	聂建国, 王宇航.ABAQUS中混凝土本构模型用于模拟结构静力行为的比较研究[J].工程力学, 2013, 30(4): 59-67 , 82.
[10]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社, 2010.
[11]	王文达.钢管混凝土柱-钢梁外环板节点抗弯承载力计算方法[J].土木建筑与环境工程, 2011, 33(4):29-34.
[12]	王璐. 叠合板式预制拼装综合管廊中节点抗震性能研究[D].上海:上海应用技术大学, 2020.
[13]	陈庆军, 潘忠尧, 蔡健.冷挤压套筒连接装配式梁柱节点抗震性能试验研究[J].东南大学学报(自然科学版), 2019, 49(5):918-925.
[14]	马富强. 预制混凝土梁柱型钢连接节点抗震性能研究[D].柳州:广西科技大学, 2020.