Prediction of Buckling Strength of Stiffened Plates by Use of the Optimum Eccentricity Method

1999 ◽  
pp. 183-190
Author(s):  
Gunnar Solland ◽  
Morten Rotheim
Keyword(s):  
Stiffened Plates ◽  
Buckling Strength

Buckling of Longitudinally Stiffened Plates

1967 ◽  
Vol 18 (1) ◽  
pp. 85-99 ◽  
Author(s):  
Thein Wah
Keyword(s):  
Closed Form ◽  
Buckling Load ◽  
Torsional Stiffness ◽  
Stiffened Plates ◽  
Buckling Strength ◽  
Simply Supported ◽  
Closed Form Formula

SummaryThis paper investigates the effect of the torsional stiffness of the ribs on the buckling strength of stiffened plates compressed in the direction of the ribs. For the case of plates simply-supported on all sides, a closed form formula is derived for calculating the buckling load.

Modeling and Simulation of Performance of Stiffened Plates During Strength Analysis

2012 ◽  
Author(s):  
Yucheng Liu ◽  
Qingkui Wang
Keyword(s):  
Modeling And Simulation ◽  
Ultimate Strength ◽  
Analytical Models ◽  
Strength Analysis ◽  
Stiffened Plates ◽  
Nonlinear Buckling ◽  
Buckling Strength ◽  
Strength Limit

This paper performs strength analysis on arbitrarily stiffened and regular stiffened plates to investigate the strengthening effects of stiffener’s height, number, and arrangement on the stiffened plates’ ultimate strength limit (USL). It is also found that the strengthening effects of an arbitrarily oriented stiffener (or oblique stiffener) can be decoupled to two perpendicular regular stiffeners which are located in appropriate positions. Nonlinear buckling analyses were performed on the arbitrarily stiffened plates with one and two arbitrarily oriented stiffeners to verify this finding. The outcome of this paper can be further extended and applied to develop simplified semi-analytical models for buckling strength analysis of constructional plates.

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