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An analytical inverse analysis to determine equi-biaxial tensile properties of strain-hardening UHPFRC from ring-on-ring test

机译:测定戒指齿圈试验中应变硬化UHPFRC的平等双轴拉伸性能的分析逆分析

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摘要

The equi-biaxial tensile properties of strain-hardening UHPFRC are determined and investigated based on an original analytical inverse analysis of results from ring-on-ring tests. First, the analytical inverse analysis method is developed based on the elastic slab bending and yield line theories. Using this method, a new objective criterion for the determination of the elastic limit stress of strain-hardening UHPFRC is provided, and a point-by-point inverse analysis is used to obtain the strain value at the end of hardening. This method reduces uncertainties regarding assumptions and avoids any iterative procedures. The inverse analysis results are put into perspective with experimental evidence, particularly based on DIC measurements. Moreover, the uniaxial tensile properties are also derived from the inverse analysis of 4PBT results and compared with the equi-biaxial tensile properties from the proposed inverse analysis. The inverse analysis results show a 18% lower elastic limit stress, and almost equivalent tensile strength of UHPFRC subjected to equi-biaxial stresses, compared with the corresponding values from uniaxial stress. Moreover, a relatively small equi-biaxial strain at the end of hardening is highlighted.
机译:基于串环试验结果的原始分析逆分析确定并研究了应变硬化UHPFRC的平等双轴拉伸性能。首先,基于弹性板弯曲和产量线理论开发了分析逆分析方法。使用该方法,提供了用于确定应变硬化UHPFRC的弹性极限应力的新客观标准,并且使用点逆分析来在硬化结束时获得应变值。该方法减少了关于假设的不确定性,避免了任何迭代程序。逆分析结果与实验证据进行了透视,特别是基于DIC测量。此外,单轴拉伸性能也源于4PBT结果的逆分析,并与来自所提出的逆分析的平等双轴拉伸性能进行比较。逆分辨率结果显示出18%的弹性极限应力,并且与来自单轴应力的相应值相比,UHPFRC对UHPFRC的几乎等效的抗拉强度。此外,突出了硬化结束时的相对较小的平等偏心应变。

著录项

  • 来源
    《Materials and structures》 |2020年第5期|123.1-123.15|共15页
  • 作者单位

    Laboratory of Maintenance and Safety of Structures (MCS-ENAC) EPFL - Swiss Federal Institute of Technology Lausanne Station 18 1015 Lausanne Switzerland Key Laboratory for Wind and Bridge Engineering of Hunan Province Hunan University Changsha 410082 China;

    Laboratory of Maintenance and Safety of Structures (MCS-ENAC) EPFL - Swiss Federal Institute of Technology Lausanne Station 18 1015 Lausanne Switzerland;

    Laboratory of Maintenance and Safety of Structures (MCS-ENAC) EPFL - Swiss Federal Institute of Technology Lausanne Station 18 1015 Lausanne Switzerland;

    Laboratory of Maintenance and Safety of Structures (MCS-ENAC) EPFL - Swiss Federal Institute of Technology Lausanne Station 18 1015 Lausanne Switzerland College of Civil Engineering Changsha University Changsha 410022 China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Inverse analysis; Strain-hardening UHPFRC; Equi-biaxial tensile properties; Ring-on-ring test;

    机译:逆分析;菌株硬化UHPFRC;平等双轴拉伸性能;环形测试;

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