EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS

Guo Jing; Shan Jian

doi:10.13204/j.gyjz200908025

Volume 39 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(8): 106-110

Guo Jing, Shan Jian. EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 106-110. doi: 10.13204/j.gyjz200908025

Citation:

Guo Jing, Shan Jian. EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 106-110. doi: 10.13204/j.gyjz200908025

Guo Jing, Shan Jian. EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 106-110. doi: 10.13204/j.gyjz200908025

Citation:

Guo Jing, Shan Jian. EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 106-110. doi: 10.13204/j.gyjz200908025

PDF( 0 KB)

EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS

doi: 10.13204/j.gyjz200908025

Guo Jing,
Shan Jian

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

Received Date: 2008-09-25
Publish Date: 2009-08-20

Abstract

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

FullText(HTML)

References(8)

References

[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.

Relative Articles

Supplements(0)

Cited By

Proportional views