Prethodno priopćenje

https://doi.org/10.17559/TV-20190416142242

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

Dragana Turnić* ; Faculty of Civil Engineering and Architecture, University of Niš, Aleksandra Medvedeva 14, 18000 Niš, Serbia
Nenad Marković ; Matice srpske 62/62, 11000 Belgrade, Serbia
Tomislav Igić ; Faculty of Civil Engineering and Architecture, University of Niš, Aleksandra Medvedeva 14, 18000 Niš, Serbia

Sažetak

This paper considers the stress analysis of steel I girders subjected to patch loading for different lengths of load. Behavior of the girders under the patch loading or uniformly distributed load on the flange and in the plane of web represents complex stability and elastic-plastic problem. The geometric and material non-linearities that exist, also affect the behavior of the girder. A better knowledge of girder behavior is important in order to achieve a more economical and a safer design. In addition to the limit load analysis, the stress analysis is of particular interest. The results from the experiment were used and were compared with the results obtained by modeling the girders in the ANSYS software.

Ključne riječi

elastic-plasticity; limit load analysis; patch loading; steel plate girders; stress analysis

Hrčak ID:

260867

URI

https://hrcak.srce.hr/260867

Datum izdavanja:

22.7.2021.

Posjeta: 712 *