Bond Behavior between BFRP Rebar and Seawater Sea Sand Concrete
Seawater sea sand concrete (SWSSC) is a promising alternative to ordinary concrete in terms of saving valuable natural resources of freshwater and river sand. Basalt fiber reinforced polymer (BFRP) rebars can be a good solution to corrosion of steel rebars in SWSSC. This paper presents an experiment...
Saved in:
Main Authors: | Chao Wu, Bing-Chen Meng, Xianfeng Cheng, Asghar Habibnejad Korayem, Lik-Ho Tam |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8850809 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on Fatigue Behaviour of BFRP-Concrete Bond Interfaces under Bending Load
by: Jianhe Xie, et al.
Published: (2018-01-01) -
Experimental study on acoustic emission characteristics and damage-failure process of seawater sea-sand ultra-high-performance concrete under uniaxial compression
by: Tianyu Li, et al.
Published: (2025-07-01) -
Bond-Slip Behavior of Basalt Fiber Reinforced Polymer Bar in Concrete Subjected to Simulated Marine Environment: Effects of BFRP Bar Size, Corrosion Age, and Concrete Strength
by: Yongmin Yang, et al.
Published: (2017-01-01) -
Study on flexural cracking characteristics of polypropylene fiber reinforced concrete beams with BFRP bars
by: Huayi Wang, et al.
Published: (2025-07-01) -
Splicing behaviour of GFRP, BFRP, and steel bars in reinforced concrete beams
by: Hala Mamdouh, et al.
Published: (2025-02-01)