Nonlinear buckling analysis of network arch bridges

• Autorzy: Błonka Adrian , Skrętkowicz Łukasz

Identyfikatory

DOI

10.2478/sgem-2022-0007

• Języki publikacji: EN

Abstrakty

EN

The paper presents designing due to the instability in-plane problem of the net-arch bridge. Firstly, three essential nonlinear examples are benchmarked in a finite element software. Secondly, linear and nonlinear buckling analyses are conducted, with the purpose of investigating the impact of nonlinear behavior of cables on steel arch instability, involving a comparison of the critical load factor and form from both the linear buckling and the post-critical third-order theory analyses. The impact of prestress and tension, elevation, and hanger failure on instability is discussed. Moreover, a new method for determining nonlinear buckling form for the net-arch structure is proposed in order to allow implementation of Unique Global and Local Imperfection method in cable structures. Calculations are conducted in the finite element software. The model of the network arch bridge is based on the bridge over Vistula River in Cracow.

Słowa kluczowe

EN

network arch bridge; post-critical analysis; nonlinear buckling; cable structure

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2022
• Tom: Vol. 44, nr 2
• Strony: 123--137
• Opis fizyczny: Bibliogr. 19 poz., rys.

Twórcy

autor

Błonka Adrian

• Wroclaw University of Science and Technology, Doctoral School, Faculty of Civil Engineering, Discipline of Civil Engineering and Transport, Department of Structural Mechanics and Urban Engineering, Wroclaw, Poland

autor

Skrętkowicz Łukasz

• Wroclaw University of Science and Technology, Faculty of Civil Engineering, Department of Building Structures, Wroclaw, Poland

Bibliografia

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