Flexural behavior of BFRP reinforced seawater sea-sand concrete beams with the TRE shell under the coupled action of dry-wet cycles and load

Author:

Wang Luchen,Yin Shiping,Xing Aojie,Zhou Shuchun

Funder

Jiangsu Provincial Key Research and Development Program

National Natural Science Foundation of China

Jiangsu University of Science and Technology

China University of Mining and Technology

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Sulfate resistance of concrete by machine-made tuff sand at low temperature;Wen;J. Zhejiang Univ.,2017

2. A Study on the Magnesium Sulfate Resistance of Garnet Fiber Concrete;Lee;Key Eng. Mater.,2017

3. Durability of fiber reinforced polymer (FRP) in simulated seawater sea sand concrete (SWSSC) environment;Guo;Corros. Sci.,2018

4. Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars;Wang;Corros. Sci.,2018

5. The Flexural Performance of Lithium Slag and Hybrid Fiber Reinforced Concrete Beams Under Coupling Between Loading and Deicer-Frost Cycles[D];Tian,2018

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