|本期目录/Table of Contents|

[1]李晓东,闫胤积.蜂窝式可替换塑性铰梁柱节点力学性能[J].建筑科学与工程学报,2021,38(01):90-98.[doi:10.19815/j.jace.2020.04017]
　LI Xiao-dong,YAN Yin-ji.Mechanical Behavior of Honeycombed Replaceable Plastic Hinged Beam-column Joints[J].Journal of Architecture and Civil Engineering,2021,38(01):90-98.[doi:10.19815/j.jace.2020.04017]
点击复制

蜂窝式可替换塑性铰梁柱节点力学性能(PDF)
分享到：

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

卷:
38卷
期数:
2021年01期
页码:
90-98
栏目:
出版日期:
2021-01-20

文章信息/Info

Title:
Mechanical Behavior of Honeycombed Replaceable Plastic Hinged Beam-column Joints
文章编号:
1673-2049(2021)01-0090-09
作者:
李晓东,闫胤积
(兰州理工大学 土木工程学院,甘肃 兰州 730050)
Author(s):
LI Xiao-dong, YAN Yin-ji
(School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, Gansu, China)
关键词:
梁柱节点;  塑性铰;  蜂窝式耗能环;  耗能能力
Keywords:
beam-column joint;  plastic hinge;  honeycomb energy consumption ring;  energy dissipation capacity
分类号:
TU311
DOI:
10.19815/j.jace.2020.04017
文献标志码:
A
摘要:
为避免梁柱翼缘相交处的焊缝在地震作用下发生脆性破坏,提出了一种蜂窝式可替换塑性铰节点形式,以实现中震可修的延性设计抗震目标。通过ABAQUS有限元分析软件对7个不同蜂窝式耗能环尺寸的节点模型、1个腹板开圆孔型削弱型节点模型、1个腹板开六边形孔型削弱型节点模型和1个普通梁柱节点模型在同等条件下进行了低周反复加载模拟。分析了各节点的滞回曲线、骨架曲线、刚度退化曲线、延性性能及塑性耗能曲线等,探讨蜂窝式耗能环的宽度和厚度对蜂窝式可替换塑性铰节点滞回性能的影响。结果表明:蜂窝式可替换塑性铰节点的滞回曲线饱满,刚度退化趋势良好; 延性指标均超过了3.0,具有良好的抗震性能; 增加蜂窝式耗能环厚度比增加蜂窝式耗能环宽度能够更有效地提高节点屈服后变形能力、承载能力及耗能能力; 节点屈服后变形能力和承载能力保持较好的状态; 蜂窝式可替换塑性铰节点保护了梁柱节点焊缝,能够有效实现塑性铰外移。
Abstract:
In order to avoid the brittle failure of the welds at the intersection of beam and column flanges under earthquake, a form of honeycomb replaceable plastic hinge joints was proposed to achieve the seismic target of repairable ductility design in moderate earthquakes. Low-cycle repeated loading simulation of the node models of seven different honeycomb energy dissipation ring sizes, one weakened node model with round hole opening, one weakened node model with hexagon hole opening and one ordinary beam-column node model was carried out by the ABAQUS under the same conditions. The hysteresis curve, skeleton curve, stiffness degradation curve, ductility performance and plastic energy consumption curve of each joint were analyzed, and the influences of the width and thickness of honeycomb energy dissipation ring on hysteretic performance of honeycomb replaceable plastic hinge joint were discussed. The results show that the hysteretic curve of the honeycomb replaceable plastic hinge node is full and the stiffness degradation trend is good. The ductility indicators exceed 3.0, so the joint has good seismic performance. Increasing the thickness of the honeycomb energy dissipation ring is more effective than increasing the width of the honeycomb energy dissipation ring, which can effectively improve the deformation capacity, bearing capacity and energy dissipation capacity of the specimen after yield. The deformation capacity and load-bearing capacity of the joint remains in a good state after yielding. The honeycomb replaceable plastic hinge joint protects the beam-column joint weld and effectively achieves the plastic hinge outward movement.

参考文献/References:

[1] MILLER D K.Lessons Learned from the Northridge Earthquake[J].Engineering Structures,1998,20(4/5/6):249-260.
[2]JASPART J P.General Report:Session on Connections[J].Journal of Constructional Steel Research,2000,55(1/2/3):69-89.
[3]张爱林,张振宇,姜子钦,等.可修复的装配式钢框架梁柱节点非线性静力分析[J].建筑科学与工程学报,2017,34(4):1-8.
ZHANG Ai-lin,ZHANG Zhen-yu,JIANG Zi-qin,et al.Nonlinear Static Analysis of Repairable Prefabricated Steel Frame Beam-column Joint[J].Journal of Architecture and Civil Engineering,2017,34(4):1-8.
[4]李玉顺,何佳伟,张家亮,等.基于梁柱节点性能的钢-竹组合框架结构地震反应分析[J].建筑科学与工程学报,2016,33(5):22-28.
LI Yu-shun,HE Jia-wei,ZHANG Jia-liang,et al.Seismic Response Analysis of Bamboo-steel Composite Frame Structure Based on Performance of Beam-column Joints[J].Journal of Architecture and Civil Engineering,2016,33(5):22-28.
[5]郑 宏,孟春辉,石 丹.翼缘削弱型节点空间钢框架在低周反复荷载作用下的抗震性能[J].建筑科学与工程学报,2016,33(4):120-126.
ZHENG Hong,MENG Chun-hui,SHI Dan.Seismic Performance of Reduced Beam Section Connection Steel Frames Under Low-cyclic Loading[J].Journal of Architecture and Civil Engineering,2016,33(4):120-126.
[6]刘秀丽,王 燕,李美红,等.钢结构T形连接高强度螺栓受力分析及数值模拟[J].建筑科学与工程学报,2016,33(2):63-70.
LIU Xiu-li,WANG Yan,LI Mei-hong,et al.Force Analysis and Numerical Simulation of High Strength Bolts in T-stub Connection of Steel Structure[J].Journal of Architecture and Civil Engineering,2016,33(2):63-70.
[7]郁有升,王 燕,刘秀丽.钢框架梁翼缘削弱型节点循环荷载作用下的有限元分析及试验研究[J].工程力学,2009,26(9):162-169.
YU You-sheng,WANG Yan,LIU Xiu-li.Finite Element Analysis and Experimental Study on the Behavior of Reduced Beam Section Connections of Steel Frame Under Cyclic Loading[J].Engineering Mechanics,2009,26(9):162-169.
[8]郁有升,张颜颜,李建峰,等.一种新型梁柱装配式刚性节点滞回性能研究[J].建筑钢结构进展,2014,16(2):1-5,12.
YU You-sheng,ZHANG Yan-yan,LI Jian-feng,et al.Study on Hysteretic Behavior of a New Prefabricated Beam-to-column Rigid Connection[J].Progress in Steel Building Structures,2014,16(2):1-5,12.
[9]郁有升,魏 丽,付国贤,等.一种新型梁柱装配式刚性节点的非线性静力分析[J].世界地震工程,2014,30(1):50-56.
YU You-sheng,WEI Li,FU Guo-xian,et al.Nonlinear Static Analysis of a New Beam-column Assembly Rigid Connection[J].World Earthquake Engineering,2014,30(1):50-56.
[10]韩明岚,王 燕,陈建林,等.翼缘削弱型节点钢结构的力学性能研究[J].钢结构,2016,31(5):6-11,5.
HAN Ming-lan,WANG Yan,CHEN Jian-lin,et al.Study of the Mechanical Performance of Steel Structures with Reduced Beam Section Connections[J].Steel Construction,2016,31(5):6-11,5.
[11]李晓东,王起台,孟 强,等.新型摩擦“塑性铰”构造的抗震性能研究[J].地震工程学报,2019,41(3):549-560,580.
LI Xiao-dong,WANG Qi-tai,MENG Qiang,et al.Seismic Performance of a Novel Friction “Plastic Hinge” Structure[J].China Earthquake Engineering Journal,2019,41(3):549-560,580.
[12]黄炳生,黄泰杰,王维川,等.蜂窝梁等效抗弯刚度计算方法及其影响因素分析[J].建筑结构学报,2018,39(增2):121-127.
HUANG Bing-sheng,HUANG Tai-jie,WANG Wei-chuan,et al.Calculation Method of Equivalent Bending Stiffness of Castellated Beams and Analysis of Its Influence Factors[J].Journal of Building Structures,2018,39(S2):121-127.
[13]贾连光,杜明坎,回 锋,等.六边形孔蜂窝梁和蜂窝组合梁抗剪性能分析[J].工程力学,2016,33(1):81-87,132.
JIA Lian-guang,DU Ming-kan,HUI Feng,et al.Analysis of Shear Behavior of Hexagon Hole Cellular Beam and Cellular Composite Beam[J].Engineering Mechanics,2016,33(1):81-87,132.
[14]贾连光,李红超,吴一红.低周反复荷载下蜂窝式钢框架梁柱节点性能试验研究[J].土木工程学报,2012,45(1):61-68.
JIA Lian-guang,LI Hong-chao,WU Yi-hong.Experimental Study of the Behavior of Beam-column Connections of Cellular Steel Frames Under Low-cyclic Reversed Loading [J].China Civil Engineering Journal,2012,45(1):61-68.
[15]贾连光,王 健.蜂窝式梁-柱钢框架结构抗震性能分析[J].沈阳建筑大学学报:自然科学版,2009,25(3):451-455.
JIA Lian-guang,WANG Jian.Analysis on the Seismic Behavior of the Cellular Beam-columns of Steel Frame Structure[J].Journal of Shenyang Jianzhu University:Natural Science,2009,25(3):451-455.
[16]庄 鹏,王 燕,张茗玮.装配式方钢管柱与H型钢梁连接节点力学性能研究[J].青岛理工大学学报,2016,37(5):7-12,25.
ZHUANG Peng,WANG Yan,ZHANG Ming-wei.Mechanics Property Analysis of Prefabricated Rectangular Steel Tube and H-steel-beam Connection Joint[J].Journal of Qingdao University of Technology,2016,37(5):7-12,25.
[17]杨松森,王 燕,马强强.装配式外套筒-加强式外伸端板组件梁柱连接节点抗震性能试验研究[J].土木工程学报,2017,50(11):76-86.
YANG Song-sen,WANG Yan,MA Qiang-qiang.Experimental Study on Seismic Behavior of Prefabricated Outer Sleeve-overhang Plate Joint Between Column and Beam[J].China Civil Engineering Journal,2017,50(11):76-86.
[18]贾连光,李秋镕,刘 勐,等.蜂窝梁滞回性能研究[J].建筑科学与工程学报,2018,35(5):179-187.
JIA Lian-guang,LI Qiu-rong,LIU Meng,et al.Study on Hysteretic Behavior of Cellular Beam[J].Journal of Architecture and Civil Engineering,2018,35(5):179-187.
[19]王 燕,李庆刚,董建莉,等.梁端翼缘削弱型节点空间钢框架抗震性能试验研究[J].建筑结构学报,2016,37(增1):192-200.
WANG Yan,LI Qing-gang,DONG Jian-li,et al.Experimental Study on Seismic Behavior of Space Steel Frame with Reduced Beam Section Connections[J].Journal of Building Structures,2016,37(S1):192-200.
[20]WANG W,CHEN Y Y.Hysteretic Behaviour of Tubular Joints Under Cyclic Loading[J].Journal of Constructional Steel Research,2007,63(10):1384-1395.

相似文献/References:

[1]成 博,武振宇.组装式钢货架螺栓连接梁柱节点试验[J].建筑科学与工程学报,2013,30(03):71.
　]CHENG Bo,WU Zhen-yu.Experiment on Bolted Beam-to-column Connections in Assembled Steel Storage Racks[J].Journal of Architecture and Civil Engineering,2013,30(01):71.
[2]吴从晓,周 云,赖伟山,等.现浇与预制装配式混凝土框架节点抗震性能试验[J].建筑科学与工程学报,2015,32(03):60.
　WU Cong-xiao,ZHOU Yun,LAI Wei-shan,et al.Experiment on Seismic Performance of Cast-in-situ andPrefabricated Concrete Frame Structure Joints[J].Journal of Architecture and Civil Engineering,2015,32(01):60.
[3]W.S.King,C.J.Chen,L.Duan,等.采用楔形构件框架的塑性分析(英文)[J].建筑科学与工程学报,2006,23(02):9.
　W. S. King,C. J. Chen,L. Duan,et al.Plastic Analysis of Frames with Tapered Members[J].Journal of Architecture and Civil Engineering,2006,23(01):9.
[4]王 燕,杨 帆.对接焊缝构造形式对高强钢梁柱节点断裂性能的影响[J].建筑科学与工程学报,2018,35(04):45.
　WANG Yan,YANG Fan.Effect of Butt Weld Construction on Fracture Properties of High Strength Steel Beam-column Joints[J].Journal of Architecture and Civil Engineering,2018,35(01):45.
[5]张玉芬,周金富,朱 戈,等.高轴压比下复式钢管混凝土柱钢梁连接节点抗震性能试验[J].建筑科学与工程学报,2018,35(06):57.
　ZHANG Yu-fen,ZHOU Jin-fu,ZHU Ge,et al.Experiment on Seismic Behavior of Joint Between Composite CFST Column and Steel Beam Under High Axial Compression Ratio[J].Journal of Architecture and Civil Engineering,2018,35(01):57.
[6]卢林枫,艾 龙,郝振奋,等.方管束腹板削弱型弱轴连接的抗震性能影响因素分析[J].建筑科学与工程学报,2019,36(02):64.
　LU Lin-feng,AI Long,HAO Zhen-fen,et al.Analysis of Influence Factors on Hysteretic Behavior of Weak-axis Square Tubular Web RBS Connection[J].Journal of Architecture and Civil Engineering,2019,36(01):64.
[7]梁书亭,杨 简,朱筱俊,等.矩形钢管混凝土柱-混凝土梁搭接式节点抗震性能研究[J].建筑科学与工程学报,2021,38(03):13.[doi:10.19815/j.jace.2019.01043]
　LIANG Shu-ting,YANG Jian,ZHU Xiao-jun,et al.Research on Seismic Performance of Lap Connection Between Rectangular CFST Column and RC Beam[J].Journal of Architecture and Civil Engineering,2021,38(01):13.[doi:10.19815/j.jace.2019.01043]
[8]郑 宏,苏耀烜,尚永芳,等.装配式可更换梁段腹板开孔削弱型节点滞回性能[J].建筑科学与工程学报,2022,39(01):25.[doi:10.19815/j.jace.2021.04039]
　ZHENG Hong,SU Yao-xuan,SHANG Yong-fang,et al.Hysteretic Behavior of Assembled Weakening Joint with Opening in Replaceable Beam Web[J].Journal of Architecture and Civil Engineering,2022,39(01):25.[doi:10.19815/j.jace.2021.04039]
[9]靳幸福,吴晓鸣,陈安英,等.X形插板连接型钢结构梁柱节点受力性能[J].建筑科学与工程学报,2022,39(05):150.[doi:10.19815/j.jace.2022.05027]
　JIN Xing-fu,WU Xiao-ming,CHEN An-ying,et al.Mechanical Performance of Beam-column Connection Joints with X-shaped Inserted Plate in Steel Structure[J].Journal of Architecture and Civil Engineering,2022,39(01):150.[doi:10.19815/j.jace.2022.05027]
[10]郑 宏,尚永芳,苏耀烜,等.带可更换梁段的翼缘削弱型节点滞回性能研究[J].建筑科学与工程学报,2022,39(06):74.[doi:10.19815/j.jace.2021.08011]
　ZHENG Hong,SHANG Yong-fang,SU Yao-xuan,et al.Research on Hysteretic Behavior of Flange Weakened Joint with Replaceable Beam Section[J].Journal of Architecture and Civil Engineering,2022,39(01):74.[doi:10.19815/j.jace.2021.08011]

备注/Memo

备注/Memo:
收稿日期:2020-04-07
基金项目:国家自然科学基金项目(51968043,51978320)
作者简介:李晓东(1973-),男,甘肃会宁人,副教授,工学博士,E-mail:xdli@lut.cn。
更新日期/Last Update: 2021-01-20