A Comparitive Study on the Shear Buckling Characteristics of Trapezoidal and Sinusoidal Corrugated Steel Plate Considering Initial Imperfection

2021 ◽  
Vol 21 (4) ◽  
pp. 57-64
Author(s):  
Geonho Seo ◽  
◽  
Sudeok Shon ◽  
Seungjae Lee
Keyword(s):  
Steel Plate ◽  
Initial Imperfection ◽  
Shear Buckling

Initial Imperfection Simulation and Effect on Shear Buckling of Corrugated Steel Webs

2011 ◽  
Vol 308-310 ◽  
pp. 2463-2470
Author(s):  
Jian Yong Song ◽  
Ya Mei Yu ◽  
Shuo Zhang
Keyword(s):  
Steel Plate ◽  
Plate Thickness ◽  
Initial Imperfection ◽  
Buckling Load ◽  
Buckling Mode ◽  
Shear Buckling ◽  
Nonlinear Shear ◽  
Calculation Analysis ◽  
Better Than

The nonlinear shear buckling of corrugated steel webs is completed by ANSYS. Consistent mode imperfection method is adopted for simulating corrugation configuration imperfection of corrugated steel plate, shear buckling calculation analysis result shows that ultimate shear buckling load of corrugated steel webs is decreased with increasing in corrugation configuration imperfection. Analysis results shows that oversized corrugation configuration imperfection will decrease the ultimate shear buckling load of corrugated steel webs, but premature buckling caused by steel plate thickness imperfection of corrugated steel webs is much better than plain steel webs, and the ultimate shear buckling load and buckling mode will not be much effected by such steel plate thickness imperfection. On this basis, the influences of corrugation configuration to ultimate shear bucking load and buckling mode are investigated.

scholarly journals Stainless Steel Plate Girders Subjected to Shear Buckling at Normal and Elevated Temperatures

2016 ◽  
Vol 53 (2) ◽  
pp. 815-843 ◽  
Author(s):  
André Reis ◽  
Nuno Lopes ◽  
Esther Real ◽  
Paulo Vila Real
Keyword(s):  
Stainless Steel ◽  
Elevated Temperatures ◽  
Steel Plate ◽  
Stainless Steel Plate ◽  
Plate Girders ◽  
Shear Buckling

Shear buckling of stainless steel plate girders with non-rigid end posts

2020 ◽  
Vol 172 ◽  
pp. 106211 ◽  
Author(s):  
Maarten Fortan ◽  
Gonçalo Ferraz ◽  
Kathleen Lauwens ◽  
Tom Molkens ◽  
Barbara Rossi
Keyword(s):  
Stainless Steel ◽  
Steel Plate ◽  
Stainless Steel Plate ◽  
Plate Girders ◽  
Shear Buckling

scholarly journals A STUDY ON POST SHEAR BUCKLING BEHAVIOR IN CORRUGATED STEEL PLATE

2010 ◽  
Vol 75 (651) ◽  
pp. 1013-1020 ◽  
Author(s):  
Nobutaka SHIMIZU ◽  
Tadayoshi OKADA ◽  
Kikuo IKARASHI
Keyword(s):  
Steel Plate ◽  
Buckling Behavior ◽  
Shear Buckling

scholarly journals SHEAR BUCKLING EVALUATION IN STEEL PLATE GIRDERS WITH RIGID END POSTS SUBJECTED TO ELEVATED TEMPERATURES

2016 ◽  
Author(s):  
André Reis ◽  
Nuno Lopes ◽  
Paulo Vila Real
Keyword(s):  
Elevated Temperatures ◽  
Steel Plate ◽  
Numerical Study ◽  
Ultimate Shear Strength ◽  
Plate Girders ◽  
Aspect Ratios ◽  
Wide Range ◽  
Geometrical Imperfections ◽  
Shear Buckling ◽  
Steel Grades

The current study intends to analyse the behaviour of steel plate girders with rigid end posts subjected to elevated temperatures, aiming the assessment of the ultimate shear strength in case of fire. A parametric numerical study was performed involving a wide range of cross-section’s dimensions, plate girders’ aspect ratios and steel grades. Plate girders were numerically tested at both normal and elevated temperature, being considered three different uniform temperatures. The influence of the geometrical imperfections, as well as the residual stresses, was taken into account. Finally, the numerical results were compared to the Eurocode 3 (EC3) prescriptions, adapted to fire situation by the direct application of the reduction factors for the stress-strain relationship of steel at elevated temperatures. It was shown that the EC3 design rules should be improved because they are not conservative, conducting to unsafe results.

scholarly journals FRP strengthening of web panels of steel plate girders against shear buckling Part-I: Static series of tests

2018 ◽  
Vol 206 ◽  
pp. 722-738 ◽  
Author(s):  
Zaid Al-Azzawi ◽  
Tim Stratford ◽  
Michael Rotter ◽  
Luke Bisby
Keyword(s):  
Steel Plate ◽  
Plate Girders ◽  
Shear Buckling ◽  
Frp Strengthening

scholarly journals Design method for the relocation of plastic hinges in prefabricated steel beams with corrugated webs

PLoS ONE ◽  
2021 ◽  
Vol 16 (2) ◽  
pp. e0246439
Author(s):  
Haotian Jiang ◽  
Chenhua Jin ◽  
Lei Yan ◽  
QN Li ◽  
Wei Lu
Keyword(s):  
Steel Plate ◽  
Design Method ◽  
Plastic Hinge ◽  
Steel Beams ◽  
Plastic Hinges ◽  
Corrugated Webs ◽  
Key Factor ◽  
Shear Buckling ◽  
Buckling Failure ◽  
And Behavior

The plastic hinge is a key factor in the ductile and plastic design of structures and an important basis for the seismic strengthening of structures. The formation and behavior of plastic hinges is critical for the seismic performance of an entire structure. The relocation of plastic hinges away from the beam end is an effective way of addressing brittle failure. In this paper, the cause of the shear buckling failure of prefabricated steel beams with corrugated webs and the strain variation at the flanges of steel beams are theoretically analyzed through structural tests. Based on the analysis results, a local strengthening method is proposed, and the effects of the beam sizes and the strengthening steel plate on the plastic hinges are obtained. In addition, a calculation method for determining the size of the strengthening steel plate that promotes the relocation of the plastic zone away from the beam end is given, a design method for plastic hinge relocation is proposed based on the test data, and its validity is verified.

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