首页 | 本学科首页   官方微博 | 高级检索  
     检索      

剪跨比对BFRP筋混凝土梁抗剪性能影响的研究
引用本文:黄知花,林家波,陆佳炯,郭范波.剪跨比对BFRP筋混凝土梁抗剪性能影响的研究[J].台州学院学报,2013,35(3):43-47.
作者姓名:黄知花  林家波  陆佳炯  郭范波
作者单位:台州学院建筑工程学院,浙江 台州,318000
基金项目:台州学院建筑工程学院大学生科技创新项目,浙江省教育厅科研项目
摘    要:玄武岩纤维具有优异的耐腐蚀性能,采用玄武岩纤维材料(BFRP)筋代替钢筋是一种解决钢筋锈蚀问题的潜在方法。通过6根试验梁,研究不同剪跨比下BFRP筋混凝土粱的抗剪性能。试验表明,BFRP筋混凝土梁呈脆性破坏,破坏位置集中在分配梁加载点附近;随着剪跨比的减小,斜截面初裂荷载逐渐提高,且逐渐接近于极限荷载;混凝土梁开裂前,挠度增长缓慢,开裂后增长较快,表现为荷载-挠度曲线呈折现变化。

关 键 词:剪跨比  BFRP筋  混凝土  抗剪  性能

Influence of Shear Span Ratio on the Shearing Properties of BFRP Tendons Concrete Beams
HUANG Zhi-hua , LIN Jia-bo , LU Jia-jiong , GUO Fan-bo.Influence of Shear Span Ratio on the Shearing Properties of BFRP Tendons Concrete Beams[J].Journal of Taizhou University,2013,35(3):43-47.
Authors:HUANG Zhi-hua  LIN Jia-bo  LU Jia-jiong  GUO Fan-bo
Institution:(School of Civil Engineering and Architeture, Taizhou University, Taizhou 318000, China)
Abstract:Basalt fiber has excellent corrosion resistance. It is a potential solution to rebar's corrosion by using basalt fiber material tendons (BFRP) instead of bars. Through six test beams, shear properties of BFRP rein- forcement concrete beams were studied with different shear span ratio. The tests showed that BFRP reinforced concrete beams were brittle fail, and failure position focused near the allocation of beam loading point. With the shear span ratio decreases, the first crack load of oblique section gradually increased, and gradually closed to the ultimate load. Deflection grew slowly before the concrete beams cracked and grew rapidly after cracking with discounted changes in the load - deflection curve.
Keywords:Shear span ratio  BFRP tendons  Concrete  Shear    Properties
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号