Design of stiffened plates subjected to axial compression and transverse load

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 318-328
Author(s):  
Svein‐Rune Kleppe ◽  
Arne Aalberg ◽  
Liv Eltvik
1993 ◽  
Vol 6 (5-6) ◽  
pp. 533-552 ◽  
Author(s):  
M.A. Bonello ◽  
M.K. Chryssanthopoulos ◽  
P.J. Dowling

1993 ◽  
Vol 30 (4) ◽  
pp. 545-551 ◽  
Author(s):  
D.A. Danielson ◽  
A.S. Cricelli ◽  
C.L. Frenzen ◽  
N. Vasudevan

Author(s):  
Mohammad Reza Khedmati ◽  
Mehran Rastani

The ultimate strength and ductility characteristics of the intermittently welded stiffened plates under the action of in-plane axial compression are investigated in this paper. A series of detailed numerical analyses of longitudinally stiffened steel plates subjected to in-plane compressive load is performed using the ADINA commercial finite element code. Complete equilibrium paths are traced up to collapse for a nonlinear elastic-plastic response of stiffened plates. Analyzed stiffened plates are imperfect and their aspect ratio, plate slenderness, and column slenderness are changed in a systematic manner. Different types of stiffener are chosen for stiffened plate models. Three different stiffener-to-plate welding procedures are considered: continuous, chain intermittent, and staggered intermittent fillet welding.


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