Flexural behaviour of concrete-filled stainless steel SHS and RHS tubes strengthened by CFRP
Authors:
- 1 January 2018
- journal article
- research article
- Published by Elsevier in Thin-Walled Structures
- Vol. 122, 208-229
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51478047, 51528803, 51778066)
- Hubei Province Outstanding Youth Science Foundation of China (2017CFA070)
This publication has 31 references indexed in Scilit:
- CFRP strengthening and rehabilitation of degraded steel welded RHS beams under combined bending and bearingThin-Walled Structures, 2014
- Numerical analysis of the damage behavior of an aluminum/CFRP hybrid beam under three point bendingComposites Part B: Engineering, 2014
- Design of CFRP-strengthened steel CHS tubular beamsJournal of Constructional Steel Research, 2012
- Failure analysis and structural behaviour of CFRP strengthened steel I-beamsConstruction and Building Materials, 2012
- Non-linear analysis to predict the moment–curvature response of CFRP-strengthened steel CHS tubular beamsThin-Walled Structures, 2011
- Performance of steel beams strengthened with CFRP laminate – Part 2: FE analysesComposites Part B: Engineering, 2010
- Performance of steel beams strengthened with CFRP laminate – Part 1: Laboratory testsComposites Part B: Engineering, 2010
- Three-Stage Full-Range Stress-Strain Model for Stainless SteelsJournal of Structural Engineering, 2008
- Numerical modelling of stainless steel plates in compressionJournal of Constructional Steel Research, 2003
- Fatigue Failure Criteria for Unidirectional Fiber CompositesJournal of Applied Mechanics, 1981