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FRP约束混凝土圆柱应力-应变模型的适用性 被引量:7

Applicability of stress-strain model for FRP-confined concrete cylinders
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摘要 纤维增强复合材料(FRP)约束混凝土的应力-应变模型分为设计型模型和分析型模型.设计型模型通过对实验数据的回归分析给出数学公式显式表达轴向应力-应变关系.分析型模型则基于混凝土的轴向应力-应变关系与应力路径无关的假设,通过增量法获取FRP约束混凝土的轴向应力-应变曲线.为有助于在结构分析中合理选取模型,对以FRP约束混凝土圆柱为研究对象的2种模型的发展和特点进行综述;通过分析设计型模型的控制变量围压比与分析型模型的轴向应力的应力路径相关性,研究各模型的适用性.对于设计型模型,由于施工工艺、产品材料以及测量方法的差异引起的围压比的不确定性是影响其适用性的主要因素;对于分析型模型,应力路径相关性是影响其适用范围的主要原因.分析结果表明:当主动约束与被动约束达到相同值时的轴向应力比不为1,该应力比与侧向约束刚度比呈线性反比关系.在现有的分析型模型中引入轴向应力比是扩大该类模型适用范围的关键. The stress-strain models of fiber reinforced plastic-confined (FRP-confined) concrete are classified into, design-oriented models and analysis-oriented models. The design-oriented models use mathematical formulas regressed by test data to describe the stress-strain behavior explicitly. The analysis- oriented models are based on the assumption that the path is independence on the stress-strain relationship, and obtain the axial stress-strain curves of FRP-confined concrete through incremental method. A state-of- art review was conducted on the development and features of two models for FRP-confined concrete cylinders in order to assist the model selection in the structural analysis. And the applicability of each model was investigated by analyzing the lateral confinement ratio of controlling variable for the design- oriented models and the path-dependence of axial stress for the analysis-oriented models. For the former models, the uncertainty of lateral confinement ratio caused by the variation in workmanship, products or measurement method is the key factor affecting the applicability. For the latter ones, the path dependence has been proved to be the key factor limiting the application scope. The analysis results demonstrate that the axial stress ratio doesn't equal one when the active confinement and the passive confinement reach the same pressure. The axial stress ratio is in inverse proportion to the lateral confinement stiffness ratio. It is essential to introduce the axial stress ratio into the existing analysis-oriented model to extend the application scope.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2015年第12期2363-2375,共13页 Journal of Zhejiang University:Engineering Science
基金 国家自然科学基金资助项目(51308404) 科技支撑计划课题资助项目(2014BAL05B01) 中央高校基本科研业务费专项资金资助项目(2013KJ042)
关键词 混凝土 纤维增强复合材料(FRP)约束 应力-应变关系 设计型模型 分析型模型 concrete fiber reinforced polymer (FRP) confinement stress-strain relationship designoriented model analysis-oriented model
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  • 1陶忠,于清,韩林海,滕锦光,林力.FRP约束钢筋混凝土圆柱力学性能的试验研究[J].建筑结构学报,2004,25(6):75-82. 被引量:35
  • 2陶忠,高献,于清,庄金平.FRP约束混凝土的应力-应变关系[J].工程力学,2005,22(4):187-195. 被引量:21
  • 3顾祥林,李玉鹏,张伟平,欧阳煜.碳纤维布约束混凝土单轴受压时的应力-应变关系[J].结构工程师,2006,22(2):50-56. 被引量:23
  • 4吕志涛.新世纪混凝土结构对新材料的挑战[A]..全国首届纤维增强塑料(FRP)混凝土结构学术交流会论文集[C].北京,2000.1—4.
  • 5LAM L, TENG J G. Design-oriented stress-strain model for FRP-confined concrete [ J ]. Construction and Building Materials, 2003, 17:471 -489.
  • 6JIANG T, TENG J G. Analysis-oriented stress-strain models for FRP-confined concrete [ J ]. Engineering Structures, 2007, 29:2968 - 2986.
  • 7SPOELATR M R. FRP-confined concrete model[J]. Journal of Composites for Construction, 1999, 3 ( 3 ) : 143 - 150.
  • 8American Concrete Institute. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures ( ACI 440. 2R - 08) [ S]. ACt,2008.
  • 9HARRIES K A, CAREY S A. Shape and 'Gap' effects on the behavior of variably confined concrete [J].Cement and Concrete Research, 2003, 33 (6) : 881 - 890.
  • 10CAREY S A, HARRIES K. An axial behavior and modeling of small-, medium-, and large-scale circular sections confined with CFRP jackets [ J]. ACI Structural Journal, 2005, 102 (4) :596 - 604.

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