Buckling strength of slender circular tubular steel braces strengthened by CFRP
- 1 January 2013
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 46, 547-556
- https://doi.org/10.1016/j.engstruct.2012.08.010
Abstract
No abstract availableThis publication has 10 references indexed in Scilit:
- Non-linear behaviour and load-carrying capacity of CFRP-strengthened lipped channel steel columnsEngineering Structures, 2008
- State-of-the-art review on FRP strengthened steel structuresEngineering Structures, 2007
- Fiber-Element Model for Slender HSS Columns Retrofitted with Bonded High-Modulus CompositesJournal of Structural Engineering, 2007
- CFRP strengthened RHS subjected to transverse end bearing forceEngineering Structures, 2006
- Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymersCanadian Journal of Civil Engineering, 2006
- Underwater Fiber–Reinforced Polymers Repair of Prestressed Piles in the Allen Creek BridgeJournal of Composites for Construction, 2005
- Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art ReviewJournal of Composites for Construction, 2002
- Stress modeling of pipelines strengthened with advanced composites materialsThin-Walled Structures, 2001
- Inelastic Post‐Buckling Behavior of Tubular StrutsJournal of Structural Engineering, 1988
- Geometric and material nonlinear analysis of structures comprising rectangular hollow sectionsEngineering Structures, 1988