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CFRP围束加固量对钢筋混凝土柱力学性能的影响
引用本文:张强,周立明,刘仙茹,梁本亮. CFRP围束加固量对钢筋混凝土柱力学性能的影响[J]. 四川建筑科学研究, 2014, 0(4): 102-105
作者姓名:张强  周立明  刘仙茹  梁本亮
作者单位:上海师范大学建筑工程学院,上海201418
基金项目:上海师范大学科研基金项目(SK201133);上海大学生创新活动计划项目(B706212001159)
摘    要:通过ANSYS试验对18根低周反复荷载作用下碳纤维布加固混凝土柱的抗震性能和延性进行数值分析.探讨了轴压比、碳纤维围束加固量对加固钢筋混凝土柱的破坏特征、受力性能及破坏机理的影响.试验表明,碳纤维布加固钢筋混凝土柱具有明显的效果,位移滞回性能、加固柱的抗震性能和延性得到明显改善.

关 键 词:碳纤维布  围束加固  滞回曲线  延性  轴压比

Influences for mechanical properties of reinforced concrete column by horizontal reinforcement of CFRP
ZHANG Qiang,ZHOU Liming,LIU Xianru,LIANG Benliang. Influences for mechanical properties of reinforced concrete column by horizontal reinforcement of CFRP[J]. Building Science Research of Sichuan, 2014, 0(4): 102-105
Authors:ZHANG Qiang  ZHOU Liming  LIU Xianru  LIANG Benliang
Affiliation:(College of Civil Engineering,Shanghai Normal University,Shanghai 201418,China)
Abstract:Seismic properties and ductility of eighteen carbon fiber concrete columns reinforced with carbon fiber are carried on the numerical analysis by ANSYS.Those columns have been tested under low cyclic loading.We investigated the effects of axial compression ratio and horizontal carbon fiber reinforcement in the failure characteristics,the mechanical properties and failure mechanism of reinforced concrete columns.The tests showed that reinforcing concrete column with carbon fiber has a significant effect.What's more,hysteretic performance,seismic properties and ductility has been significantly improved.
Keywords:CFRP (carbon fiber-reinforced plastics)  transverse reinforcement  hysteresis curve  ductility  axial compression ratio
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