腹板削弱型节点参数设计及梁单元刚度矩阵研究

何益斌; 黄频; 冷巧娟; 肖阿林; 郭健

doi:10.13204/j.gyjz201005023

腹板削弱型节点参数设计及梁单元刚度矩阵研究

doi: 10.13204/j.gyjz201005023

1.
1. 湖南大学土木工程学院,长沙 410082;
2.
2. 同济大学土木工程学院,上海 200092

基金项目:

国家自然科学基金资助项目(50778070)

详细信息

作者简介:
何益斌，男，1965年出生，教授，博士生导师。E－mail:hyb2035@yahoo.com.cn

中图分类号: TU391
计量
- 文章访问数: 82
- HTML全文浏览量: 5
- PDF下载量: 43
- 被引次数: 0
出版历程
- 收稿日期: 2009-07-03
- 刊出日期: 2010-05-20

PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTIONS AND STUDY ON THE FRAME ELEMENT STIFFNESS MATRIX

1.
1. College of Civil Engineering,Hunan University,Changsha 410082,China;
2.
2. College of Civil Engineering,Tongji University,Shanghai 200092,China

摘要

摘要: 实际工程中通过合理设计洞口尺寸可以迫使塑性铰在梁削弱截面处出现，避免节点先于构件发生破坏，保证结构的整体性使其免于倒塌，同时又可使室内管线从腹板空腔内通过，降低建筑层高，提高经济效益。在综合考虑了梁翼缘对腹板的约束要求、削弱截面处腹板的抗剪强度要求、梁端柱面处与削弱处截面的抗弯能力比以及防止受压板件局部失稳，可以确定矩形洞口尺寸大小和削弱截面距离柱表面的距离。梁腹板开洞后必然影响框架梁单元的刚度矩阵，从而影响结构的内力与位移。因此，有必要对腹板开矩形洞口框架梁单元的刚度矩阵进行研究。为了减少计算工作量，将梁单独作为一个杆单元，利用虚功原理推导其弹性刚度矩阵，并通过一算例与有限元结果进行了比较，两者结果吻合良好。
- 梁柱节点 /
- 单元刚度矩阵 /
- 虚功原理 /
- 塑性铰 /
- 矩形洞口 /
- 有限元分析
Abstract: If the dimension of rectangular openings designed suitably in practical projects，pipes and wires will not only expediently pass through the beam web to reduce the story height of a building and increase economic benefits，but also move the plastic hinge far away from the connection. In this way，it can avoid the connection failure before the members，and ensures the structural integrity and make it no collapse. The dimension of openings and the distance between the opening and the column surface are determined by the restriction requirement for beam web by flange，the shear-bearing requirements of web，the ratio of the moment at beam end to the moment at reduced section and preventing compressive plate local buckling. While with openings on web，the element stiffness matrix of frame element and the internal force and displacements of structure will be affected out of question. Therefore，it is necessary to research the element stiffness matrix of frame element. In order to decrease the amount of calculation，the beam is handled as a link element. Virtual work theory is used to derive the element stiffness matrix of frame element with openings on web，and compared with the result of finite analysis method. It shows a satisfactory agreement between calculated and finite analysis results.
- beam-column connection /
- element stiffness matrix /
- virtual work theory /
- plastic hinge /
- rectangular opening /
- finite element analysis

HTML全文

参考文献(13)

[2] 王燕. 钢框架塑性铰外移新型延性节点的研究与进展[J]. 青岛理工大学学报，2006，27(3) :1-6.

茹继平，杨娜，杨庆山. 翼缘削弱型钢框架梁柱节点的性能研究综述[J]. 工程力学，2004，21(1) :61-66.

[3] 李波，杨庆山，茹继平. 腹板开孔型钢框架梁柱节点抗震性能试验[J]. 哈尔滨工业大学学报，2006，38(8) :1303-1310.

[4] 李波，杨庆山，杨娜，等. 采用腹板开圆孔梁柱节点的钢框架足尺模型抗震性能试验研究[J]. 建筑结构学报，2007，28 (6) :160-166.

[5] Satish Kumar S R， Prasada Rao D V. RHS Beam-to-Column Connection with Web Opening-experimental Study and Finite Element Modeling[J]. Journal of Constructional Steel Research，2006，62(11) :739746.

[6] Prasada Rao D V， Satish Kumar S R. RHS Beam-to-Column Connection with Web Opening-Parametric Study and Design Guidelines[J]. Journal of Constructional Steel Research，doi:10. 1016/j. jcsr. 2005(11) :15.

[7] Hagen N C，Larsen P K，Aalberg A. Shear Capacity of Steel Plate Girders with Large Web Openings， Part I: Modeling and Simulations[J]. Journal of Constructional Steel Research，doi:10. 1016/j. jcsr. 2008(3) :14.

[8] Hagena N C，Larsen P K. Shear Capacity of Steel Plate Girders with Large Web Openings， Part II: Design Guidelines [J].Journal of Constructional Steel Research，doi: 10. 1016/j. jcsr.2008(3) :5.

[9] Jong Won Park，In Kyu Hwang. Experimental Investigation of Reduced Beam Section Connections by Use of Web Openings [J].Engineering Journal，2003 (2) : 77-88.

[10] 刘燕，郭成喜. 梁腹板矩形洞口削弱型节点的滞回性能[J].钢结构，2006，21(3) : 66-68.

[11] 王庆利，张淑清，张文颖，等. 空腹受弯钢构件板件设计的若干问题研究[J]. 沈阳建筑工程学院学报:自然科学版，2004，20(1) : 17-19.

[12] 杨庆山. 梁腹板开圆孔的钢框架抗震节点[J]. 中国安全科学学报，2005，15(2) :45-50.

[13] 赵熙元. 建筑钢结构设计手册[M]. 北京: 冶金工业出版社，1995: 224313.

施引文献

资源附件(0)

访问统计