Experimentally Validated Nonlinear Analysis of Bridge Plate Girders with Deformations

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...

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Bibliographic Details
Main Authors: Kużawa Mieszko, Bień Jan
Format: Article
Language:English
Published: Sciendo 2015-09-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.1515/sgem-2015-0033