<abstract xmlns="http://www.w3.org/1999/xhtml"><p> Comprehensive methodology of numerical nonlinear analysis of the consecutive phases in the structural behaviour of bridge plate girders with deformations is presented. The analysis concerns all stages of structure loading until failure and especially determination of the ultimate shear load capacity. Verification and validation of the numerical procedures proposed is based on comparison of the calculated results with effects of experimental laboratory shear capacity tests of plate girders carried out at the University of Ljubljana.</p></abstract>

Comprehensive methodology of numerical nonlinear analysis of the consecutive phases in the structural behaviour of bridge plate girders with deformations is presented. The analysis concerns all stages of structure loading until failure and especially determination of the ultimate shear load capacity. Verification and validation of the numerical procedures proposed is based on comparison of the calculated results with effects of experimental laboratory shear capacity tests of plate girders carried out at the University of Ljubljana.

Experimentally Validated Nonlinear Analysis of Bridge Plate Girders with Deformations

Wrocław University of Technology, Faculty of Civil Engineering, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Comprehensive methodology of numerical nonlinear analysis of the consecutive phases in the structural behaviour of bridge plate girders with deformations is...

Experimentally Validated Nonlinear Analysis of Bridge Plate Girders with Deformations

Publié en ligne: 17 nov. 2015

Pages: 53 - 61

DOI: https://doi.org/10.1515/sgem-2015-0033

Mots clés
FEM analysis, experimental tests, bridge plate girders, deformations, load capacity

© by Mieszko Kużawa

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Experimentally Validated Nonlinear Analysis of Bridge Plate Girders with Deformations

Publié en ligne: 17 nov. 2015

Pages: 53 - 61

DOI: https://doi.org/10.1515/sgem-2015-0033

Mots clésFEM analysis, experimental tests, bridge plate girders, deformations, load capacity

© by Mieszko Kużawa

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Mots clés
FEM analysis, experimental tests, bridge plate girders, deformations, load capacity