首页|FRP筋增强海水海砂混凝土材料与构件耐久性能综述

FRP筋增强海水海砂混凝土材料与构件耐久性能综述

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将纤维增强复合材料(FRP)应用在海水海砂混凝土(SSC)中可避免氯离子引起的钢筋腐蚀,但FRP增强海水海砂混凝土(FRP-SSC)结构在恶劣环境中仍存在耐久性问题.依据现有文献研究成果,梳理了海洋环境下FRP筋、SSC以及 FRP-SSC 构件的耐久性.结果表明:在混凝土的碱性环境以及海水海砂中盐离子的共同作用下,FRP 筋的力学性能退化程度与变异性提高,FRP 筋与SSC的黏结强度降低;海水和海砂中盐离子的引入加快了水化反应,提高了 SSC 的密实度与耐久性,提高了SSC的耐久性;海洋环境作用导致 FRP 筋力学性能退化及 FRP 筋/钢-FRP 复合筋(SFCB)与SSC的黏结强度降低,削弱了SSC构件承载力,改变了构件破坏模式,SSC 构件承载力随再生粗骨料(RCA)取代率提高而降低;建议以 FRP 筋与 SSC 力学性能变异性量化和基于时变可靠度的构件设计方法作为今后进一步研究的方向.
Review on durability of FRP bar reinforced seawater sea-sand concrete materials and components
The application of fiber reinforced polymer(FRP)in seawater sea-sand concrete(SSC)can avoid the corrosin of steel bars induced by the chloride ion,but FRP reinforced seawater sea-sand concrete(FRP-SSC)structures still have durability issues in harsh environments,which is one of the hot and difficult issues of current research.Based on the existing literature,the durability of FRP bars,SSC and FRP-SSC components in marine environments was sorted out.The results show that under the combined effect of the alkaline environment of concrete and salt ions in seawater and sea-sand,the degradation and variability of mechanical properties of FRP bars increase,and the bonding strength of FRP bars and SSC decreases.The addition of salt ions in seawater and sea-sand accelerates the hydration reaction,thus improving the compactness and durability of SSC.The effect of marine environment leads to the deterioration of the mechanical properties of FRP and the reduction of bonding strength between FRP/steel-FRP composite bars(SFCB)and SSC,which weakens the bearing capacity of SSC components and changes the failure mode of SSC components.The bearing capacity of SSC components decrease with the increase of recycled coarse aggregate(RCA)replacement rate.It is suggested that the quantification of variability of mechanical property of FRP bars and SSC,and the time-dependent reliability-based design methods of components should be taken as the direction of further research in the future.

FRP bardurabilityseawater sea-sand concretetransformation of failure modesteel-FRP composite bar

张凯建、王琳

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福州大学 土木工程学院,福建 福州 350108

FRP筋 耐久性 海水海砂混凝土 破坏模式转变 钢-FRP复合筋

国家自然科学基金福建省自然科学基金

520083042023J05021

2024

建筑科学与工程学报
长安大学 中国土木工程学会

建筑科学与工程学报

CSTPCD北大核心
影响因子:0.692
ISSN:1673-2049
年,卷(期):2024.41(2)
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