Experimentally validated nonlinear analysis of bridge plate girders with deformations

• Autorzy: Kużawa M. , Bień J.

Identyfikatory

DOI

10.1515/sgem-2015-0033

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

FEM analysis; experimental tests; bridge plate girders; deformations; load capacity

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2015
• Tom: Vol. 37, nr 3
• Strony: 53--61
• Opis fizyczny: Bibliogr. 14 poz., rys.

Twórcy

autor

Kużawa M.

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

autor

Bień J.

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

Bibliografia

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