Experimental Studies on High Strength Concrete Beams Reinforced with Steel and GFRP Rebars

摘要：

　　The paper analyzes the structural behavior of high strength concrete (HSC) beams reinforced with hybrid glass fiber reinforced polymer (GFRP) and steel reinforcements.The analysis refers to HSC beams reinforced with GFRP rebars and steel rebars placed in different layers.Results of the experimental and theoretical investigation are represented and discussed.Significant features of the structural behavior regarding flexural strength,deflection,are pointed out.

关键词： HSC flexural strength deflection GFRP hybrid reinforcements

作者: Yinghao Liu Yong Yuan

作者单位: Department of Underground Engineering, Tongji University, Shanghai 200092, China Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Universi

会议类型: 国际会议

会议名称: The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2012土木建筑与可持续基础设施工程国际会议(ICCEASI2012))

会议地点: 郑州

会议语种:英文

页码: 669-673

在线出版日期: 2012-09-22（万方平台首次上网日期，不代表论文的发表时间）