Ultimate strength design of stiffened plates under axial compression and bending

1993 ◽  
Vol 6 (5-6) ◽  
pp. 533-552 ◽  
Author(s):  
M.A. Bonello ◽  
M.K. Chryssanthopoulos ◽  
P.J. Dowling
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.


1977 ◽  
Vol 1977 (141) ◽  
pp. 190-197 ◽  
Author(s):  
Yuzuru Fujita ◽  
Toshiharu Nomoto ◽  
Osamu Niho

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 318-328
Author(s):  
Svein‐Rune Kleppe ◽  
Arne Aalberg ◽  
Liv Eltvik

1976 ◽  
Vol 3 (4) ◽  
pp. 479-483
Author(s):  
Maher K. Tadros

The object of this paper is to present charts for the ultimate strength design of L-sections subjected to combined normal force and bending. The method of derivation of these charts is briefly described. It is general and applicable to other odd-shaped sections. It also conforms to the basic assumptions adopted in the CSA Standard A 23.3-1973. The charts can be used either for the determination of the dimensions of the section or for the check of its capacity.


1999 ◽  
pp. 135-154
Author(s):  
Hiroshi NAKAI ◽  
Toshiyuki KITADA ◽  
Yoshiharu IWAI

1961 ◽  
Vol 87 (7) ◽  
pp. 305-311
Author(s):  
John G. Merkle ◽  
M. Gregory ◽  
A. A. Eremin

2021 ◽  
Author(s):  
Qiang Zhong ◽  
De-yu Wang

Abstract Dynamic capacity is totally different from quasi-static capacity of ship structural components, although most ultimate strength analyses at present by researchers are performed under quasi-static conditions. To investigate the dynamic ultimate strength characteristics, the dynamic ultimate strength analyses of stiffened plates subjected to impact load were studied based on a 3-D nonlinear explicit finite element method (FEM) in this paper. The impact load in the present work is characterized as a half-sine function. A series of nonlinear finite element analyses are carried out using Budiansky-Roth (B-R) criterion. The influence of impact durations, model ranges, boundary conditions, initial imperfections and impact loads on the dynamic ultimate strength of stiffened plates are discussed. In addition, the ultimate strength of stiffened plates under the in-plane impact combined with lateral pressure was also calculated, which shows lateral pressure has a negligible effect on the dynamic ultimate strength of stiffened plates subjected to the impact load with short durations. Other important conclusions can be obtained from this paper, which are useful insights for the development of ultimate strength theory of ship structures and lay a good foundation for the study of dynamic ultimate strength in the future.


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