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FRP筋混凝土梁有限元分析与抗弯承载力计算

FRP reinforced concrete beam analysis and calculation of flexural capacity
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摘要 对FRP筋混凝土梁正截面抗弯承载力分析是FRP筋用于实际工程的前提。我国混凝土规范已经给出了普通钢筋混凝土结构承载力计算公式,由于FRP筋与普通钢筋在材料性质上有很大差异,普通钢筋混凝土结构承载力计算公式对于FRP筋混凝土结构不是完全适用的。本文在应用ABAQUS有限元软件分析和混凝土规范的基础上提出适用于FRP筋混凝土梁承载力计算的实用计算方法。 FRP reinforced concrete beam flexural capacity of FRP bars is a prerequisite for the actual project.Specification of concrete has been given general formula for bearing capacity of reinforced concrete structures,Because FRP bars is difference in material properties,Common reinforced concrete structure bearing capacity calculation formula for concrete structure is not completely FRP bars applicable.In this paper,the finite element software analysis and application ABAQUS is proposed on the basis of concrete code applies to calculate capacity of reinforced concrete beam FRP practical calculation method.
出处 《四川建材》 2011年第3期45-46,49,共3页 Sichuan Building Materials
基金 国家专项科研项目支持(项目编号09JK518)
关键词 FRP筋 ABAQUS 正截面 承载力 计算方法 FRP reinforcement ABAQUS Normal section Capacity Calculation
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参考文献6

  • 1翁春光,祁皑.FRP筋混凝土简支梁试验研究[J].福建建筑,2007(6):37-39. 被引量:7
  • 2YousefA. AL - Salloum, SalehH. Alsayed, TarekH. Almusallam, "some Design consideration for concrete Beams Reinforced by GFRP Bars , "FIRST INTERNATIONAL CONFERENCE ON COMPOSITE INFARA STRURE, ICCI - 96, PP. 318 - 331.
  • 3Michele Theriault, and Brahim Benmokrane, "Effects of FRP Reinforced Ration and Concrete Strength on Flexural Behavior of ConcreteBeams," JOURNAL OF COMPOSITES FOR CONSTRUCTION, February, 1998, PP. 7 - 15.
  • 4Rahdouane Masmoudi, Michele Theriault nad BrahimBenmokrane, "Flexural behavior of Concrete Beams Reinforced with Deformed Fiber - Reinforced Plastic Rods", ACI STRUCTURAL JOURNAL November - December1998pp. 665 -676.
  • 5高丹盈,B.Brahim.玻璃纤维聚合物筋混凝土梁正截面承载力的计算方法[J].水利学报,2001,32(9):73-80. 被引量:27
  • 6Houssam Toutanji ,Yong Deng," Deflection and Crack -width Prediction of Concrete Beams Reinforced with glass FRP Rods,' CONSTRUCTION AND BUIDING METEPdAI S 17 2003 PP 69 - 74.

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