Effect of CFRP plate length strengthening continuous steel beam
- 1 March 2012
- journal article
- Published by Elsevier in Construction and Building Materials
- Vol. 28 (1) , 648-652
Abstract
No abstract availableKeywords
This publication has 7 references indexed in Scilit:
- 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
- A numerical investigation on the behaviour of concrete-filled steel tubular columns under initial stressesJournal of Constructional Steel Research, 2007
- Stress analysis of steel beams reinforced with a bonded CFRP plateComposite Structures, 2004
- Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer PlatesJournal of Composites for Construction, 2004
- Strengthening of a Steel Bridge Girder Using CFRP PlatesJournal of Bridge Engineering, 2001
- Interface Shear Stress: A New Design Criterion for Plate DebondingJournal of Composites for Construction, 2001