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玻璃纤维增强塑料加固砼梁的抗剪试验
引用本文:黄奕辉,蔡志鸿.玻璃纤维增强塑料加固砼梁的抗剪试验[J].华侨大学学报(自然科学版),2002,23(3):267-271.
作者姓名:黄奕辉  蔡志鸿
作者单位:华侨大学土木工程系,泉州,362011
基金项目:福建省科学委员会工业基金资助项目,福建省建设委员会科研基金资助项目
摘    要:通过对15根玻璃增强塑料(GFRP)片材加固混凝土梁的抗剪试验,研究GFRP片材的形状、加固方式、加固率、以及梁的剪跨比对加固梁抗剪承载力和破坏模式的影响。文中采用拱形桁架模型解释GFRP加固梁的剪切破坏机理,提出GFRP片材加固钢筋混凝土梁的抗剪承载力的计算公式。

关 键 词:砼梁  抗剪试验  混凝土梁  玻璃纤维增强塑料  抗剪性能  加固  受剪承载力  剪切破坏机理
文章编号:1000-5013(2002)03-0267-05
修稿时间:2002年1月17日

Testing the Shear Resistance of Concrete Beam Strengthened with Glassfibre Reinforced Plastics
Huang Yihui,Cai Zhihong.Testing the Shear Resistance of Concrete Beam Strengthened with Glassfibre Reinforced Plastics[J].Journal of Huaqiao University(Natural Science),2002,23(3):267-271.
Authors:Huang Yihui  Cai Zhihong
Abstract:The shear resistance of fifteen RC beams strengthened with the sheets of glassfibre reinforced plastics (GFRP) is tested. The shape of GFRP sheet, the form and the rate of strengthening are studied; the effect of shear span ratio of the beam on the shear bearing force and the rupture pattern of the strengthened beam are also studied. An arched truss model is adopted to explain the shear rupture mechanism of the beam strengthened with GFRP; and a formula is put forward for calculating shear bearing force of the RC beam strengthencd with GFRP sheet.
Keywords:concrete beam  glassfibre reinforced plastics  strengthening of shear performance  shear bearing force
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