Compressive performance of high-strength seawater and sea sand concrete-filled circular FRP-steel composite tube columns
Authors:
- Yang WeiYWYang Wei
- Jiawen BaiJBJiawen Bai
- Yirui ZhangYZYirui Zhang
- Kunting MiaoKMKunting Miao
- Kaiqi ZhengKaiqi Zheng
Top Cited Papers
- 1 August 2021
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 240
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
- Six Talent Climax Foundation of Jiangsu
- Jiangsu Provincial Qinglan Project
This publication has 65 references indexed in Scilit:
- Effect of load eccentricity on the stress–strain relationship of FRP-confined concrete columnsComposite Structures, 2013
- Effective strain of FRP for confined circular concrete columnsComposite Structures, 2013
- FRP-Confined Circular Concrete-Filled Thin Steel Tubes under Axial CompressionJournal of Composites for Construction, 2011
- Axial bearing capacity of short FRP confined concrete-filled steel tubular columnsJournal of Wuhan University of Technology-Mater. Sci. Ed., 2010
- Axial Loading Behavior of CFRP Strengthened Concrete-Filled Steel Tubular Stub ColumnsAdvances in Structural Engineering, 2007
- Confined Concrete-Filled Tubular ColumnsJournal of Structural Engineering, 2005
- Ultimate Condition of Fiber Reinforced Polymer-Confined ConcreteJournal of Composites for Construction, 2004
- Design-oriented stress–strain model for FRP-confined concreteConstruction and Building Materials, 2003
- Axial Behavior of Reinforced Concrete Columns Confined with FRP JacketsJournal of Composites for Construction, 2001
- A numerical approach to the complete stress-strain curve of concreteCement and Concrete Research, 1973