摘要
在综合分析国内外研究成果的基础上,提出了粘贴碳纤维布后钢筋混凝土梁抗弯承载力的实用计算模式,计算结果和试验结果吻合,且偏于安全,可供设计参考.
In the light of domestic and overseas researches, flexural strength of RC-beams with CFRPS bonded to the underside is studied. A practical design method is proposed. Results of calculation tally well with those of experiments and tend to be even safer. This method provides easy reference for designers.
出处
《内蒙古工业大学学报（自然科学版）》
2005年第2期119-124,共6页
Journal of Inner Mongolia University of Technology：Natural Science Edition
基金
内蒙古自然科学基金项目(200208020211)
关键词
底面
碳纤维布
混凝士梁
抗弯
设计计算
underside
CFRPS
RC-heams； flexural strength
design method
