Parametric Study on Plate Girders Subjected to Patch Loading

Author(s):  
I. Spinassas ◽  
J. Raoul ◽  
M. Virlogeux
ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 2107-2114
Author(s):  
Sasa Kovacevic ◽  
Aleksandar Ceranic ◽  
Nenad Markovic

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.


Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 979-992
Author(s):  
Carlos Graciano ◽  
Miguel González-Góez ◽  
David Orozco

2013 ◽  
Vol 80 ◽  
pp. 492-504 ◽  
Author(s):  
R. Chacón ◽  
E. Mirambell ◽  
E. Real

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