摘要
采用嵌入式CFPR筋和外贴碳/玄武岩纤维混杂布加固混凝土梁,设计比较了对加固材料施加预应力后的增强效果,共进行了6根梁的4点弯曲试验,并就计算结果和试验结果进行了验证,提出了设计方法。结果表明:相比于无预应力加固,施加预应力后能够进一步提升梁的开裂荷载和屈服荷载,并提高梁的服役性能。计算结果和试验结果比较吻合。
The flexural performance of RC beams, which reinforced with NSM （Near-Surface-Mounted） CFRP bar and carbon-basalt hybrid fiber sheets, respectively, were investigated. In addition, the effects of prestress the FRP materials on the flexure properties were also studied. Six beams were constructed and tested using four- point bending test. And the calculation results and test results were compared, the design method were presented. Test results showed that the cracking loads and yielding loads of the prestressed beams were further improved compared to the non-prestressed beams, and their service performances were enhanced. The calculation results and test results is consistent.
出处
《高科技纤维与应用》
CAS
2013年第6期5-9,共5页
Hi-Tech Fiber and Application
基金
国家高技术研究发展计划项目(2012AA03A204)
