STRESS-STRAIN RELATIONSHIP FOR FRP-CONFINED CONCRETE PRISMS-Reference-Cited by-同舟云学术

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STRESS-STRAIN RELATIONSHIP FOR FRP-CONFINED CONCRETE PRISMS

Published:2003-06 Issue: Volume: Page:
ISSN:
Container-title:Fibre-Reinforced Polymer Reinforcement for Concrete Structures
language:
Short-container-title:

Author:

WU G.¹²,WU Z.²,LU Z.¹

Affiliation:

1. College of Civil Engineering, Southeast University, China

2. Department of Urban & Civil Engineering, Ibaraki University, Japan

Publisher

World Scientific Publishing Company

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and analytical study on properties affecting the behaviour of FRP-confined concrete;Composites Part B: Engineering;2013-02

2. Mechanism of improving ductility of high strength concrete T-section beam confined by CFRP sheet subjected to flexural loading;Journal of Central South University;2013-01

3. Mechanical Behavior of Steel-Encased Concrete Filled Prefabricated FRP Tubes Short Column under Axial Compression Based on ABAQUS;Applied Mechanics and Materials;2012-12

4. Research of the CFRP Strengthened Reinforced Concrete Structures;Applied Mechanics and Materials;2012-08

5. Design-oriented stress–strain model for concrete prisms confined with FRP composites;Construction and Building Materials;2007-05

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