scholarly journals FRP strengthening of web panels of steel plate girders against shear buckling. Part-II: Fatigue study and cyclic series of tests

2019 ◽  
Vol 210 ◽  
pp. 82-95 ◽  
Author(s):  
Zaid Al-Azzawi ◽  
Tim Stratford ◽  
Michael Rotter ◽  
Luke Bisby
Keyword(s):  
Steel Plate ◽  
Plate Girders ◽  
Shear Buckling ◽  
Frp Strengthening

A new design method for a novel FRP strengthening technique against shear buckling of steel plate girders

2020 ◽  
Vol 148 ◽  
pp. 106611 ◽  
Author(s):  
Zaid Al-Azzawi ◽  
Tim Stratford ◽  
Michael Rotter ◽  
Luke Bisby
Keyword(s):  
Steel Plate ◽  
Design Method ◽  
Plate Girders ◽  
Shear Buckling ◽  
Frp Strengthening ◽  
Strengthening Technique

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 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 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.

Shear buckling behaviour of welded stainless steel plate girders with transverse stiffeners

2018 ◽  
Vol 122 ◽  
pp. 529-544 ◽  
Author(s):  
X.W. Chen ◽  
H.X. Yuan ◽  
X.X. Du ◽  
Y. Zhao ◽  
J. Ye ◽  
...  
Keyword(s):  
Stainless Steel ◽  
Steel Plate ◽  
Stainless Steel Plate ◽  
Plate Girders ◽  
Shear Buckling
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