Experimentally Validated Nonlinear Analysis of Bridge Plate Girders with Deformations

Mieszko Kużawa; Jan Bień

doi:10.1515/sgem-2015-0033

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Experimentally Validated Nonlinear Analysis of Bridge Plate Girders with Deformations

Studia Geotechnica et Mechanica

Volume 37 (2015): Issue 3 (September 2015)

By: Mieszko Kużawa and Jan Bień

Open Access

|Nov 2015

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.

References

[1] Abaqus, Abaqus Online Documentation: Version 6.10-EF2, IDS Dassault Systèmes, 2010.
Search in Google Scholar
[2] BIEŃ J., Damage to and diagnosis of bridges, WKŁ, Warsaw 2010, (in Polish).
Search in Google Scholar
[3] BIEŃ J., Modelling of structure geometry in Bridge Management Systems, Archives of Civil and Mechanical Engineering, Vol. XI, No. 3, 2011, 519-532.10.1016/S1644-9665(12)60099-5
Search in Google Scholar
[4] BRAES D., Finite Elemente. Theorie, schnelle Löser and Anwendungen in der Elastizitatstheorie, Springer, Berlin 1992.
Search in Google Scholar
[5] CHROŚCIELEWSKI J., MAKOWSKI J., PIETRASZKIEWICZ W., Statics and dynamics of multi-plate shells; Nonlinear finite element theory and method, Wydawnictwo Instytutu Podstawowych Problemów Techniki PAN, 2004, (in Polish).
Search in Google Scholar
[6] EN 1993-1-5, Eurocode 3, Design of steel structures - Part 1-5, Plated structural elements, European Committee for Standardization, Brussels 2008.
Search in Google Scholar
[7] HELMERICH R., BIEŃ J., 100 Jahre Kaiser/Grunwaldzki- Brücke in Wrocław (Polen), Stahlbau, Vol. 81, No. 2, 2012, 156-159.10.1002/stab.201201524
Search in Google Scholar
[8] KUŻAWA M., Ultimate shear capacity of bridge plate girders with influence of damage taken into account, Doctoral thesis, Reports of the Institute of Civil Engineering at Wrocław University of Technology, No. PRE-1/2013.
Search in Google Scholar
[9] MAKSYMOWICZ M., CRUZ P., BIEŃ J., Load capacity of damaged RC slab spans of railway-bridges, Archives of Civil and Mechanical Engineering, Vol. XI, No. 4, 2011, 963-978.10.1016/S1644-9665(12)60089-2
Search in Google Scholar
[10] SINUR F., Behaviour of longitudinally stiffened plate girders subjected to bending-shear interaction, Doctoral Thesis, Faculty of Civil and Geodetic Engineering, University of Ljubljana, Ljubljana 2011.
Search in Google Scholar
[11] Sustainable Bridges (2007), Guideline for Load and Resistance Assessment of Railway Bridges, Integrated Research Project “Sustainable Bridges - Assessment for Future Traffic Demands and Longer Lives”, www.sustainablebridges.net (04.04.2015 r.).
Search in Google Scholar
[12] WITKOWSKI W., Synthesis of the formulation of nonlinear mechanics of shells subject to finite rotations in terms of FEM, (in Polish), Monograph 111, Gdańsk University of Technology Publishing House, Gdańsk 2011.
Search in Google Scholar
[13] ZIENKIEWICZ O.C., TAYLOR R.L., The Finite Element Method - Its basis and fundamentals, 6th ed., 4th repr., Elsevier Butterworth-Heinemann, Amsterdam 2006a.
Search in Google Scholar
[14] ZIENKIEWICZ O.C., TAYLOR R.L., The Finite Element Method - Solid Mechanics, 6th ed., 4th repr., Elsevier Butterworth- Heinemann, Amsterdam 2006b.
Search in Google Scholar

Articles in this issue

DOI: https://doi.org/10.1515/sgem-2015-0033 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365

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Language: English

Page range: 53 - 61

Published on: Nov 17, 2015

Published by: Wroclaw University of Science and Technology

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

FEM analysis,

experimental tests,

bridge plate girders,

Related subjects:

Physics,

Mechanics and fluid dynamics

© 2015 Mieszko Kużawa, Jan Bień, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 37 (2015): Issue 3 (September 2015)