Shear–bending interaction in steel plate girders subjected to elevated temperatures

2016 ◽  
Vol 104 ◽  
pp. 34-43 ◽  
Author(s):  
André Reis ◽  
Nuno Lopes ◽  
Paulo Vila Real
Keyword(s):  
Elevated Temperatures ◽  
Steel Plate ◽  
Plate Girders ◽  
Shear Bending

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

scholarly journals Numerical modelling of steel plate girders at normal and elevated temperatures

2016 ◽  
Vol 86 ◽  
pp. 1-15 ◽  
Author(s):  
André Reis ◽  
Nuno Lopes ◽  
Esther Real ◽  
Paulo Vila Real
Keyword(s):  
Numerical Modelling ◽  
Elevated Temperatures ◽  
Steel Plate ◽  
Plate Girders

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.

Unfavorable geometric imperfections in steel plate girders subjected to localized loads

2021 ◽  
Vol 161 ◽  
pp. 107412
Author(s):  
S. Kovacevic ◽  
N. Markovic ◽  
D. Sumarac ◽  
R. Salatic
Keyword(s):  
Steel Plate ◽  
Geometric Imperfections ◽  
Plate Girders

Patch load resistance of longitudinally stiffened steel plate girders: A parametric study

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 2107-2114
Author(s):  
Sasa Kovacevic ◽  
Aleksandar Ceranic ◽  
Nenad Markovic
Keyword(s):  
Parametric Study ◽  
Steel Plate ◽  
Load Resistance ◽  
Plate Girders ◽  
Patch Load ◽  
Stiffened Steel
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