Modified bar simulation method for shear lag analysis of non-prismatic composite box girders with corrugated steel webs
- 1 October 2020
- journal article
- research article
- Published by Elsevier BV in Thin-Walled Structures
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51978257, 18C0311)
- Science and Technology Program of Transportation Bureau of Huadu District, Guangzhou (HMDDGC-D-03)
- Natural Science Foundation of Hunan Province (2020JJ4310)
- Natural Science Foundation of Hunan Provincial Department of Education (18A202)
This publication has 42 references indexed in Scilit:
- Distortion analysis of non-prismatic composite box girders with corrugated steel websJournal of Constructional Steel Research, 2018
- Behavior of single-box multi-cell box-girders with corrugated steel webs under pure torsion. Part I: Experimental and numerical studiesThin-Walled Structures, 2018
- Stress analysis of linear elastic non-prismatic beams with corrugated steel websThin-Walled Structures, 2017
- Optimized Prestressed Continuous Composite Girder Bridges with Corrugated Steel WebsJournal of Bridge Engineering, 2017
- Simplified method for predicting the deflections of composite box girdersEngineering Structures, 2016
- Deformation analysis of a non-prismatic beam with corrugated steel webs in the elastic stageThin-Walled Structures, 2016
- Equivalent computational models and deflection calculation methods of box girders with corrugated steel websEngineering Structures, 2016
- Shear Stress Calculation and Distribution in Variable Cross Sections of Box Girders with Corrugated Steel WebsJournal of Structural Engineering, 2016
- Prestressed Concrete Girder Bridges with Corrugated Steel Webs: ReviewJournal of Structural Engineering, 2015
- Nonlinear analysis for PC box-girder with corrugated steel webs under pure torsionThin-Walled Structures, 2012