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