摘要
为研究碳纤维布加固对腐蚀钢筋与钢纤维混凝土黏结性能的效用,采用外加电流法对96个预埋钢筋-钢纤维混凝土试件进行加速腐蚀,腐蚀完成后横向包裹两层单向碳纤维布;通过拉拔试验研究纤维布约束对腐蚀钢筋与钢纤维混凝土黏结性能的影响规律,并与普通混凝土试验结果进行对比分析,探讨钢筋种类、保护层厚度、腐蚀率、纤维布约束及钢纤维等对黏结性能的影响规律。研究表明:①碳纤维布约束使螺纹钢筋试件破坏模式由钢纤维混凝土劈裂破坏转变为钢筋拔出破坏,且碳纤维布约束使钢纤维混凝土试件的极限黏结强度提高,黏结-滑移曲线的下降段变缓;②钢筋种类、保护层厚度显著影响钢纤维混凝土试件的峰值黏结强度,螺纹钢筋试件的峰值黏结强度约为光圆钢筋试件的2.0～2.7倍,保护层厚度由40mm增大到60mm时,试件峰值黏结强度提高;③当腐蚀率小于5%时,腐蚀钢筋与钢纤维混凝土峰值黏结强度随着腐蚀率增大有所提高;当腐蚀率大于5%时,腐蚀钢筋与钢纤维混凝土峰值黏结强度降低;④在相同约束条件下,钢纤维混凝土峰值黏结强度比普通混凝土提高22.5%～61.5%,在峰值拉拔荷载下对应的滑移量较大,且光圆钢筋钢纤维混凝土试件黏结-滑移曲线的下降段比普通混凝土更为平缓。
A total of 96 test specimens with embedded reinforcing bars were strengthened by two layer of transverse CFRP （carbon fiber sheets） after accelerated corrosion. Pullout tests on the specimens were conducted to study the effect of CFRP confinement on the bond behavior between corroded reinforcement and steel fibrous concrete, considering the contributions of different elements, including reinforcing bar types, cover depths, corrosion rates, CFRP confinements, and steel fiber. The failure mechanisms were studied. The test results show that CFRP confinements can make the failure mode of deformed reinforcing bar specimens change from steel fibrous concrete splitting to bar pull-out. The main influencing factors of the ultimate bond strength are reinforcement bar types and cover depths, the ultimate bond strength of deformed reinforcement bar specimens is twice as large as that of plain reinforcement bar specimens, and the ultimate bond strength increases when the cover depth changes from 40mm to 60mm. CFRP is effective on slowing down the bond stress reduction rate and maintaining the bond strength. When the corrosion rate is less than 5% , the ultimate bond strength of corroded steel fibrous concrete specimens increases gradually along with the rise of corrosion rate, and decreases when the corrosion rate is higher than 5 %. The steel fiber can increase the bond strength of reinforcement and steel fibrous concrete effectively, and make the descending branch of bond-slip curves much smoother.
出处
《土木工程学报》
EI
CSCD
北大核心
2012年第8期41-47,共7页
China Civil Engineering Journal
基金
国家自然科学基金(50978006)
关键词
黏结性能
腐蚀
碳纤维布
钢纤维混凝土
钢筋
bond behavior
corrosion
CFRP
steel fibrous concrete
reinforcement
