Modeling the axial compressive stress-strain behavior of CFRP-confined rectangular RC columns under monotonic and cyclic loading
Authors:
- Haytham F. IsleemHaytham F. Isleem
- Daiyu WangDaiyu Wang
- Zhenyu WangZWZhenyu Wang
- 1 February 2018
- journal article
- research article
- Published by Elsevier in Composite Structures
- Vol. 185, 229-240
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51408153, 51478143, 51278150)
- China Postdoctoral Science Foundation (2014M551252, 2015T80354)
This publication has 40 references indexed in Scilit:
- Unified Stress-Strain Model for FRP and Actively Confined Normal-Strength and High-Strength ConcreteJournal of Composites for Construction, 2015
- Confinement Model for FRP-Confined High-Strength ConcreteJournal of Composites for Construction, 2014
- Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented modelComposites Part B: Engineering, 2013
- Unified stress–strain model of concrete for FRP-confined columnsConstruction and Building Materials, 2012
- Unified Strength Model Based on Hoek-Brown Failure Criterion for Circular and Square Concrete Columns Confined by FRPJournal of Composites for Construction, 2010
- Analytical Model for FRP-Confined Circular Reinforced Concrete ColumnsJournal of Composites for Construction, 2008
- Stress–strain model for concrete confined by FRP compositesComposites Part B: Engineering, 2007
- Design-oriented stress–strain model for FRP-confined concreteConstruction and Building Materials, 2003
- Compressive Behavior of Concrete Confined by Carbon Fiber Composite JacketsJournal of Materials in Civil Engineering, 2000
- Effect of Column Parameters on FRP-Confined ConcreteJournal of Composites for Construction, 1998