Stress-strain behavior and design-oriented model for FRP spiral strip-confined concrete

Author:

Liao JinJing,Zeng Jun-Jie,Jiang Cheng,Li Jia-Xing,Yuan Jian-Song

Funder

Australian Research Council

Natural Science Foundation of Guangdong Province

Guizhou Science and Technology Department

Guangzhou Science Technology and Innovation Commission

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference52 articles.

1. Compressive and transverse shear behaviour of novel FRP-UHPC hybrid bars;Zeng;Compos Struct,2022

2. Bond strength of GFRP bars to high strength and ultra-high strength fiber reinforced seawater sea-sand concrete (SSC);Liao;Compos Struct,2022

3. ECC/UHPFRCC with and without FRP reinforcement for structural strengthening/repairing: a state-of-the-art review;Pan;Constr Build Mater,2022

4. Large-rupture-strain (LRS) FRP-confined concrete in square columns: effects of specimen size and assessment of existing models;Zeng;Constr Build Mater,2022

5. Effect of fillers on the behaviour of low carbon footprint concrete at and after exposure to elevated temperatures;Lai;J Build Eng,2022

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