Closure to “Strength of Longitudinally Stiffened Plate Girders”

1968 ◽  
Vol 94 (7) ◽  
pp. 1832-1834
Author(s):  
Peter B. Cooper
2021 ◽  
Vol 161 ◽  
pp. 107519
Author(s):  
Yu-Mei Zhang ◽  
M.F. Hassanein ◽  
Marina Bock ◽  
Yong-Bo Shao

2021 ◽  
Vol 240 ◽  
pp. 109886
Author(s):  
Viet-Hung Truong ◽  
George Papazafeiropoulos ◽  
Quang-Viet Vu ◽  
Van-Trung Pham ◽  
Zhengyi Kong

Author(s):  
Nelson Loaiza ◽  
Carlos Graciano ◽  
Rolando Chacón

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.


1975 ◽  
Vol 1975 (234) ◽  
pp. 33-44
Author(s):  
Akio HASEGAWA ◽  
Fumio NISHINO ◽  
Toshie OKUMURA

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

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