scholarly journals Stress Analysis of Steel Plate Girders Subjected to Patch Loading in Elastoplastic Domain

2021 ◽  
Vol 28 (4) ◽  
2012 ◽  
Vol 5 (1) ◽  
pp. 3-9 ◽  
Author(s):  
Marina Bock ◽  
Rolando Chacón ◽  
Enrique Mirambell ◽  
Esther Real

2017 ◽  
Vol 150 ◽  
pp. 774-785 ◽  
Author(s):  
Rolando Chacón ◽  
Juan Herrera ◽  
Luis Fargier-Gabaldón

2021 ◽  
Vol 19 (2) ◽  
pp. 171-182
Author(s):  
Dragana Turnic ◽  
Srdjan Zivkovic ◽  
Marija Spasojevic-Surdilovic ◽  
Marko Milosevic ◽  
Aleksandra Igic

The girders or parts of the girders are not ideally flat in terms of their geometry. The deviations that occur are defined as geometric imperfections. Also, in the material from which the girder is made, a certain deviation may occur during factory production or for some other reason, which is known as structural imperfection. This paper presents the analysis of the behavior of plate girders (welded steel I girders), with and without material stiffening and loaded with patch loading. The results were obtained by numerical simulation in the ANSYS for models with included geometric imperfections. The model was performed in accordance with the recommendations for different behavior curves of materials from Eurocode 3. The limit load obtained by numerical simulation corresponded to the experimental results from the literature. Stress values for girders with and without geometric imperfections for the same load value were compared.


2012 ◽  
Vol 5 (1) ◽  
pp. 10-15 ◽  
Author(s):  
Enrique Mirambell ◽  
Rolando Chacón ◽  
Ulrike Kuhlmann ◽  
Benjamin Braun

2019 ◽  
Vol 138 ◽  
pp. 361-372
Author(s):  
Rolando Chacón ◽  
Enrique Mirambell ◽  
Esther Real

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