Experimental Study on Bond Fatigue Between Carbon Fiber-Reinforced Polymer Bars and Seawater–Sea Sand Concrete Under Seawater Immersion and Dry–Wet Cycle Conditions

Experimental Study on Bond Fatigue Between Carbon Fiber-Reinforced Polymer Bars and Seawater–Sea Sand Concrete Under Seawater Immersion and Dry–Wet Cycle Conditions

The durability of carbon fiber-reinforced polymer (CFRP) bars in marine environments is essential for their application in seawater–sea sand concrete (SWSSC), especially under cyclic loading conditions. While previous studies primarily focused on static bonding performance, the effects of seawater i...

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Bibliographic Details
Main Authors: Fu Yang, Weiquan Gan, Bingsan Chen, Jiangchuan Wu, Shiwen Yuan
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Buildings
Subjects:
fatigue behavior
CFRP bars
bond
seawater–sea sand concrete
seawater immersion
dry–wet cycles
Online Access:https://www.mdpi.com/2075-5309/15/3/438
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