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基于ABAQUS的全钢装配式牛腿安装间隙研究 被引量:1

Research on the mounting clearance of fabricated steel corbels based on ABAQUS
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摘要 全钢装配式牛腿在安装时不可避免会出现安装间隙,通过改变侧板与柱壁安装间隙,建立有限元模型,分析研究了常温下节点荷载-变形关系、弯矩-转角关系和高温下的抗火性能。结果表明:钢牛腿节点呈现出半刚性节点特征。常温下,随着安装间隙的加大,牛腿节点会早于间隙小的节点进入塑性阶段,且节点的极限承载力略微降低。节点的初始刚度随肋板的加厚而增加,侧板与柱壁安装间隙会显著降低节点刚度,安装间隙越大,节点的初始转动刚度越低。在火灾高温下,安装间隙的加大会略微降低节点的耐火极限。因此,在实际安装过程应当尽可能提高制作精度,把安装间隙控制在0.5mm之内。 It is inevitable that there will be mounting clearance during the installation of fabricated Steel Corbels.By changing the mounting clearance between the side plate and the column wall,the finite element model was established to analyze and study the load-deformation relationship,moment-angle relationship and fire resistance at high temperature.The results show that the fabricated steel corbels have the characteristics of semi-rigid joints.Under normal temperature,along with the increase of installation clearance,the joint will enter the shaping stage earlier than the joint with small clearance,and the ultimate bearing capacity of the joint will be slightly reduced.The initial stiffness of the joint increases with the thickness of the rib plate,and the installation gap between the side plate and the column wall will significantly reduce the joint stiffness.The larger the installation gap,the lower the initial rotational stiffness of the joint.In the high temperature of fire,the increase of installation gap will slightly reduce the fire resistance of joints.Therefore,in the actual installation process,the manufacturing accuracy should be improved as much as possible,and the installation clearance should be controlled within 0.5mm.
作者 钱斌 蔡鹏飞 QIAN Bin;CAI Pengfei(Suzhou University of Science and Technology,Suzhou 215011,China)
出处 《四川建材》 2020年第10期102-103,共2页 Sichuan Building Materials
关键词 装配式 钢牛腿 节点刚度 有限元模拟 prefabricated steel corbel node stiffness FE modeling
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  • 1杨晓杰,张龙,李国强,刘玉姝,陆烨,孙建运.矩形钢管柱与H形梁端板对拉螺栓连接滞回性能研究[J].建筑钢结构进展,2013,15(4):16-23. 被引量:24
  • 2汪家铭,中岛正爱,陆烨.屈曲约束支撑体系的应用与研究进展(Ⅰ)[J].建筑钢结构进展,2005,7(1):1-12. 被引量:189
  • 3蔡健,周靖,方小丹.钢筋混凝土框架抗震位移延性系数研究[J].工程抗震与加固改造,2005,27(3):2-6. 被引量:30
  • 4谢强,赵亮.屈曲约束支撑的研究进展及其应用[J].钢结构,2006,21(1):46-48. 被引量:30
  • 5Xie Q. State of the Art of Buckling-restrained Braces inAsia[ J]. Journal of Construction Steel Research, 2005, 61 (6) :727 -748.
  • 6Jeffrey W Berman, Michel Bruneau. Cyclic Testing of a Buckling Restrained Braced Frame Unconstrained Gusset Connections [ J ]. Journal of Structural Engineering, 2009, 135(12): 1499-1510.
  • 7陈升阳.可更换核心板之挫屈束制消能支撑耐震实验与有限元素分析[D].台湾:国立交通大学硕士学位论文,2008.
  • 8Preliminary clinical description of severe acute respiratory syndrome[EB/OL]. http//www.cdc.gov/mmwr.
  • 9蔡克铨,赖俊维.挫屈束制支撑之原理及应用[A].首届全国防灾减灾工程学术研讨会论文集[C],中国科学出版社,2004.
  • 10Guo-Qiang Li, John Mativo. Approximate estimation of the maximum load of semi-rigid steel frames[J]. Journal of Constructional Steel Research, 2000, 54: 213-225.

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