The bottom triangular cell: an improvement for patch loading resistance in launched bridges

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 237-242
Author(s):  
Tomás Ripa Alonso ◽  
Lucía López‐de ◽  
Abajo López
Keyword(s):  
Triangular Cell ◽  
Patch Loading

Elastic buckling analysis of plate girders stiffened with triangular cell flanges under patch loading

Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 979-992
Author(s):  
Carlos Graciano ◽  
Miguel González-Góez ◽  
David Orozco
Keyword(s):  
Buckling Analysis ◽  
Elastic Buckling ◽  
Plate Girders ◽  
Triangular Cell ◽  
Patch Loading

Ergodic Information-theoretic Capacity of Triangular Cell

2011 ◽  
Vol 30 (4) ◽  
pp. 801-804
Author(s):  
Xing-zai Lü ◽  
Zhen Wang ◽  
Jin-kang Zhu
Keyword(s):  
Information Theoretic ◽  
Triangular Cell

Optimization of a finite element mesh for plates subjected to in-plane patch loading

2019 ◽  
Vol 33 (3) ◽  
pp. 1185-1193 ◽  
Author(s):  
Ghania Ikhenazen ◽  
Messaoud Saidani ◽  
Madina Kilardj
Keyword(s):  
Finite Element ◽  
Finite Element Mesh ◽  
Element Mesh ◽  
Patch Loading

Patch loading capacity for sinusoidal corrugated web girders

2021 ◽  
Vol 169 ◽  
pp. 108445
Author(s):  
Mohammad Reza Nikoomanesh ◽  
Mohammad Ali Goudarzi
Keyword(s):  
Loading Capacity ◽  
Corrugated Web ◽  
Patch Loading

Interaction between patch loading, bending moment, and shear stress in steel girders

2019 ◽  
Vol 20 (6) ◽  
pp. 389-410 ◽  
Author(s):  
Emanuele Maiorana ◽  
Cyrille Denis Tetougueni ◽  
Paolo Zampieri ◽  
Carlo Pellegrino
Keyword(s):  
Shear Stress ◽  
Bending Moment ◽  
Steel Girders ◽  
Patch Loading

A Comparative Study on the Plastic Formulations of Ship Shell Plating Under Patch Loading

2008 ◽  
Author(s):  
Lin Hong ◽  
Jo̸rgen Amdahl
Keyword(s):  
Finite Element ◽  
Comparative Study ◽  
Permanent Deformation ◽  
Nonlinear Finite Element ◽  
Limited Area ◽  
Resource Exploitation ◽  
Limit States ◽  
Patch Load ◽  
Ice Loads ◽  
Patch Loading

The purpose of the present study is to further develop the response formulation of ship shell plating under general patch loading, considering the effect of finite, permanent deformation. A comparative study is conducted between various formulations for the load-carrying capacity of laterally patch loaded plates with the aid of nonlinear finite element method. The increasing public interest of transportation and resource exploitation in Arctic area gives rise to advances in ice strengthening of ship structures. As a result, the subject of ship shell plating under ice loads has been extensively studied. Similar to ice loads, wave slamming loads, wheel loads of vehicles and accidental loads, e.g. collision and grounding, are all likely to take place over a limited area of the plate, and can be termed as ‘patch loading’. Consequently, the resistance of ship shell plating under ‘patch loading’ is of significant interest. In this study, a recently developed plastic formulation for patch loaded plates is further extended for general patch loading condition, i.e. patch load with limited extension in both length and height direction. After a brief review of the development of the response and design formulations for plates under uniform lateral load and patch load, comparative studies are made in cases of limited and finite permanent deformation with the aid of nonlinear finite element methods. By allowing a certain level of permanent deformation, significant weight savings can be achieved. Some main findings will be concluded from the comparative study. The present formulation may be used as a versatile tool for predicting the resistance of plates under various types of patch loads, notably when finite, permanent deformations are accepted, e.g. in the Accidental (Abnormal) Limit States design.

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