首页|碳纤维增强复合材料加固再生混凝土复合受扭柱抗震性能试验研究

碳纤维增强复合材料加固再生混凝土复合受扭柱抗震性能试验研究

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为探究碳纤维增强复合材料(CFRP)加固再生混凝土复合受扭柱的抗震性能,设计了 2 根CFRP 加固再生混凝土柱试件和 1 根未采用CFRP 加固的再生混凝土柱试件,并进行了复合受扭下的拟静力试验,分析了应变、裂缝发展规律及破坏形态.结果表明:2 根 CFRP 加固试件发生扭型破坏,1 根未加固试件发生弯扭型破坏;CFRP 加固柱试件具有更好的抗震性能,峰值扭矩和延性系数分别提升了 44.68%、71.41%,强度衰减、刚度退化、耗能及累积损伤等性能都得到明显提升;纵筋配筋率对试件的抗震性能影响不大,峰值扭矩提升了 5.45%,刚度退化及累积损伤等性能得到改善.
Experimental Research on Seismic Performance of CFRP Reinforced Recycled Aggregate Concrete Composite Torsional Columns
In order to study the seismic performance of CFRP reinforced recycled aggregate concrete com-posite torsional columns,two specimens reinforced by CFRP and one specimen not reinforced by CFRP were designed and carried out pseudo-static tests under composite torsional conditions,and the strain,crack development law and failure mode were analyzed.The results showed that two CFRP reinforced speci-mens had undegone torsional failure,and one unreinforced specimen had undergone bending and torsional failure.CFRP reinforced column specimens had better seismic performance,the peak torque and ductility coefficient increased by 44.68%and 71.41%,respectively,and the strength attenuation,stiffness degra-dation,energy dissipation and cumulative damage were significantly improved.The ratio of longitudinal re-inforcement has little effect on the seismic performance of the specimen,the peak torque is increased by 5.45%,and the stiffness degradation and cumulative damage were improved.

CFRP reinforcementrecycled aggregate concrete columnexperimental researchratio of lon-gitudinal reinforcementcombined torsionseismic performance

谢强、邵永健、朱开济

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苏州科技大学土木工程学院,江苏苏州 215011

碳纤维增强复合材料加固 再生混凝土柱 试验研究 纵筋配筋率 复合受扭 抗震性能

江苏省研究生实践创新计划

SJCX21_1421

2024

工业建筑
中冶建筑研究总院有限公司

工业建筑

CSTPCD
影响因子:0.72
ISSN:1000-8993
年,卷(期):2024.54(6)