A new developed expression to determine more realistically the shear buckling stress in steel plate structures

2008 ◽  
Vol 64 (7-8) ◽  
pp. 737-747 ◽  
Author(s):  
Imma Estrada ◽  
Esther Real ◽  
Enrique Mirambell
Keyword(s):  
Steel Plate ◽  
Plate Structures ◽  
Buckling Stress ◽  
Shear Buckling

Inelastic Shear Buckling Strength of Low-Yield-Point Steel Shear Wall

2014 ◽  
Vol 501-504 ◽  
pp. 2509-2514
Author(s):  
Jian Hua Shao ◽  
Wen He
Keyword(s):  
Yield Point ◽  
Pure Shear ◽  
Shear Wall ◽  
Unified Theory ◽  
Buckling Strength ◽  
Buckling Stress ◽  
Steel Shear Wall ◽  
Shear Buckling ◽  
Inelastic Shear ◽  
The Relationship

The mechanical properties of low-yield-point (LYP) steel and its advantages as seismic steel are introduced in this paper. The theoretical equations of inelastic shear buckling stress at the pure shear action for the LYP steel are derived from unified theory of plastic buckling. The relationship curve of inelastic shear buckling strength and width-thickness ratio of LYP steel shear wall at the different height-width ratios of plate is given through iteration calculation process. The effectiveness of theoretical equations used for calculating the buckling stress is verified by experimental results.

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

Dynamic behaviors of corrugated steel plate structures in open-cut tunnels

2006 ◽  
Vol 21 (3-4) ◽  
pp. 385 ◽  
Author(s):  
Seungho Lee ◽  
Byungsik Chun ◽  
Byungje Ahn ◽  
Jongwha Rhee
Keyword(s):  
Steel Plate ◽  
Plate Structures ◽  
Dynamic Behaviors

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

Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Transverse Stiffeners and a Central Longitudinal Stiffener

1962 ◽  
Vol 13 (2) ◽  
pp. 95-114 ◽  
Author(s):  
K. C. Rockey ◽  
I. T. Cook
Keyword(s):  
Shear Stress ◽  
Flexural Rigidity ◽  
Numerical Results ◽  
Simply Supported ◽  
Longitudinal Stiffener ◽  
Buckling Stress ◽  
Longitudinal Stiffeners ◽  
Edge Conditions ◽  
Shear Buckling ◽  
Clamped Edge

SummaryThe paper presents a solution to the buckling under shear stress of infinitely long plates which are reinforced by both transverse stiffeners and longitudinal stiffeners. Each family of stiffeners is assumed to consist of equally spaced stiffeners. Both simply-supported and clamped edge conditions are examined. Numerical results are obtained for the case of a plate with transverse stiffeners and a central longitudinal stiffener and relationships between the buckling stress and the flexural rigidity parameters of the stiffeners are provided for three different spacings of the transverse stiffeners.

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