scholarly journals TESTS ON TRANSVERSELY STIFFENED PLATE GIRDERS IN BENDING

1981 ◽  
Vol 1981 (305) ◽  
pp. 1-9
Author(s):  
Akio HASEGAWA ◽  
Kozo WADA ◽  
Fumio NISHINO
Keyword(s):  
Stiffened Plate ◽  
Plate Girders

scholarly journals Global buckling of S690 transversely-stiffened plate girders with slender webs: Behaviour and design

2021 ◽  
Vol 161 ◽  
pp. 107519
Author(s):  
Yu-Mei Zhang ◽  
M.F. Hassanein ◽  
Marina Bock ◽  
Yong-Bo Shao
Keyword(s):  
Stiffened Plate ◽  
Plate Girders ◽  
Global Buckling

Predicting the patch load resistance of stiffened plate girders using machine learning algorithms

2021 ◽  
Vol 240 ◽  
pp. 109886
Author(s):  
Viet-Hung Truong ◽  
George Papazafeiropoulos ◽  
Quang-Viet Vu ◽  
Van-Trung Pham ◽  
Zhengyi Kong
Keyword(s):  
Machine Learning ◽  
Learning Algorithms ◽  
Load Resistance ◽  
Machine Learning Algorithms ◽  
Stiffened Plate ◽  
Plate Girders ◽  
Patch Load

scholarly journals Influence of the patch loading length on the buckling coefficient of longitudinally stiffened plate girders

2019 ◽  
Author(s):  
Nelson Loaiza ◽  
Carlos Graciano ◽  
Rolando Chacón
Keyword(s):  
Elastic Buckling ◽  
Stiffened Plate ◽  
Element Analysis ◽  
Geometrical Properties ◽  
Plate Girders ◽  
Linear Finite Element ◽  
Aspect Ratios ◽  
Buckling Behavior ◽  
Buckling Coefficient ◽  
Patch Loading

This paper aims at investigating the effect of the bearing length on the elastic buckling behavior of longitudinally stiffened girder webs subjected to patch loading. Buckling coefficients are calculated by means of linear finite element analysis. Furthermore, a parametric analysis is performed to study the influence of other geometric parameters such as the panel aspect ratio and the geometrical properties of the longitudinal ones. Buckling coefficients of longitudinally stiffened girder webs are computed numerically. The results show that the buckling coefficient for longitudinally stiffener girder webs increases with the loading length. However, this conclusion is considerably affected by other factors such as the position of the stiffener, and panel aspect ratios.

scholarly journals STATIC TESTS ON LONGITUDINALLY STIFFENED PLATE GIRDERS IN BENDING

1975 ◽  
Vol 1975 (234) ◽  
pp. 33-44
Author(s):  
Akio HASEGAWA ◽  
Fumio NISHINO ◽  
Toshie OKUMURA
Keyword(s):  
Stiffened Plate ◽  
Static Tests ◽  
Plate Girders
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