首页|海水环境下CFRP筋与海水海砂混凝土黏结耐久性试验研究

海水环境下CFRP筋与海水海砂混凝土黏结耐久性试验研究

扫码查看
为研究海水环境下碳纤维增强复合材料筋(CFRP筋)与海水海砂混凝土的黏结强度、黏结破坏模式、黏结—滑移曲线的影响因素,制作了 13组(共39个)CFRP筋-海水海砂混凝土黏结试件进行偏心拉拔试验,研究混凝土强度等级、筋材类型、腐蚀环境及腐蚀龄期等因素对CFRP筋与海水海砂混凝土之间黏结性能的影响.结果表明:CFRP筋与海水海砂混凝土的黏结强度随着混凝土强度等级的增大而明显增强;在海水腐蚀环境下,CFRP筋较普通钢筋抗腐蚀能力强,其破坏模式及黏结—滑移曲线表现良好;经过海水长期浸泡和干湿循环后,CFRP筋与海水海砂混凝土黏结强度均呈现下降趋势;随着腐蚀龄期的增加,CFRP筋与海水海砂混凝土的黏结强度呈现先减小后增大趋势,且干湿循环试件比长期浸泡试件受到的腐蚀程度更严重.
Experimental Study on Bond Durability Between CFRP Bars and Seawater Sea Sand Concrete in Seawater Environment
In order to study the influence factors of bond strength,bond failure mode and bond-slip curve between CFRP bars and seawater sea sand concrete in seawater environment,13 groups(39 in total)of CFRP bars-seawater sea sand concrete bond specimens were made for eccentric pull-out test.The effects of concrete strength grade,reinforcement type,corrosion environment and corrosion age on the bond performance between CFRP bars and seawater sea sand concrete were studied.The results show that the bond strength between CFRP bars and seawater and sea sand concrete increases obviously with the increase of concrete strength grade.In the seawater corrosion environment,CFRP bars have stronger corrosion resistance than ordinary steel bars,and their failure modes and bond-slip curves perform well.After long-term immersion in seawa-ter and dry-wet cycles,the bond strength of CFRP bars and seawater sand concrete showed a downward trend.With the increase of corrosion age,the bond strength between CFRP bars and seawater sea sand concrete decreases first and then increases,and the corrosion degree of dry-wet cycle specimens is more serious than that of long-term immersion specimens.

CFRP barsseawater sea sand concretebond durability

武江传、谭振昆、谢青海、施勇、顾洋、杨祥

展开 >

江苏海洋大学土木与港海工程学院,江苏连云港 222005

江苏省海洋工程基础设施智能建造工程研究中心,江苏连云港 222002

CFRP筋 海水海砂混凝土 黏结耐久性

江苏省自然科学基金资助项目

BK20210925

2024

江苏海洋大学学报(自然科学版)
淮海工学院

江苏海洋大学学报(自然科学版)

影响因子:0.433
ISSN:1672-6685
年,卷(期):2024.33(2)