蒙皮板的整体剪切屈曲性能试验研究

郭静; 单建

doi:10.13204/j.gyjz200908025

蒙皮板的整体剪切屈曲性能试验研究

doi: 10.13204/j.gyjz200908025

郭静,
单建

1.
东南大学土木工程学院,南京 210096

详细信息

作者简介:
郭静，女，1978年12月出生，博士。E-mail:guojingsoutheast@163.com

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- 文章访问数: 75
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- 被引次数: 0
出版历程
- 收稿日期: 2008-09-25
- 刊出日期: 2009-08-20

EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS

Guo Jing,
Shan Jian

1.
College of Civil Engineering,Southeast University,Nanjing 210096,China

摘要

摘要: 在蒙皮体的各种破坏形式中，整体剪切屈曲破坏是具有控制作用的破坏形式之一。采用目前国内常用的YX20-166-830型压型钢板组成的6个蒙皮板进行了抗剪试验研究，它们的边界连接形式分别采取波谷单螺栓连接、波峰单螺栓连接、波谷双螺栓连接、波谷双螺栓波峰单螺栓连接、固支连接和沿波谷两点焊接，给出了边界连接形式对蒙皮板的破坏过程、荷载位移曲线、屈曲形式、屈曲荷载、剪切刚度以及应变分布的影响，从而为蒙皮板强度的确定提供参考依据。
- 蒙皮板 /
- 整体剪切屈曲 /
- 边界连接形式 /
- 屈曲荷载
Abstract: Overall shear buckling is one of the decisive failure modes of skin diaphragms.It is carried out shear experimental investigation on six skin diaphragms,which are constituted by common YX20-166-830 profiled steel sheeting.Modes of boundary attachment of the six skin diaphragms are different with each other,including one bolt in every trough,one bolt in every crest,two bolts in every trough,two bolts in every trough and one bolt in every crest,one clamped attachment and two dot welds in every trough.The results of experimental investigation are presented including failure process,load-deflection curve,buckling mode,buckling strength,shear stiffness and strain condition,which are influenced by the boundary condition of skin diaphragms.The conclusion provides a reference for strength design of skin diaphragms.
- skin diaphragms /
- overall shear buckling /
- modes of boundary attachment /
- buckling load

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参考文献(8)

[2] 林醒山,柏树新.国内外受力蒙皮研究发展概况[J].南京建筑工程学院学报,1992(2):43-49;

Davies J M,Bryan E R.Manual of Stressed Skin Diaphragm Design[M].London:Granada Publishing,1982;

[3] John T Easley,David E McFarland.Buckling of Light-GaugeCorrugated Metal Shear Diaphragms[J].Journal of Structural Division,ASCE,1969,95(7):1497-1516;

[4] John T Easley.Buckling Formulas for Corrugated Metal ShearDiaphragms[J].Journal of Structural Division,ASCE,1975,101(7):1403-1417;

[5] Lawson R M.The Flexibility and Strength of Corrugated Diaphragmsand Folded Plates[D].Manchester:University of Salford,1976;

[6] Howard D Wright,Anwar Hossain K M.In-Plain Shear Behavior ofProfiled Steel Sheeting[J].Thin-Walled Structures,1997,29:79-100;

[7] Anwar Hossain K M,Wright H D.Experimental and TheoreticalBehavior of Composite Walling Under In-Plain Shear[J].Journal ofConstructional Steel Research,2004,60:59-83;

[8] Anwar Hossain K M,Wright H D.Performance of Double Skin-Profiled Composite Shear Walls:Experiments and Design Equations[J].Can.J.Civ.Eng,2004,31:204-217.

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