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Deformation-based Strut-and-Tie Model for flexural members subject to transverse loading

机译:基于变形的弯曲构件的支柱和领带模型,其受横向负载的弯曲构件

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摘要

This paper describes a deformation-based strut-and-tie model for the flexural members at post-yield state. Boundary deformation conditions by flexural post-yield response are chosen in terms of the flexural bar strains as the main factor influenced on the shear strength. The main purpose of the proposed model is to predict the shear capacities of the flexural members associated with the given flexural deformation conditions. To verify the proposed strut-and-tie model, the estimated shear strengths depending on the flexural deformation are compared with the experimental results. The experimental data are in good agreement with the values obtained by the proposed model.
机译:本文介绍了在产率后状态的弯曲构件的基于变形的支柱和扎带模型。通过弯曲后响应的边界变形条件根据弯曲条菌株作为影响剪切强度影响的主要因素选择。所提出的模型的主要目的是预测与给定的弯曲变形条件相关的弯曲构件的剪切容量。为了验证所提出的Strut-and-Tie模型,将估计根据弯曲变形的剪切强度与实验结果进行比较。实验数据与所提出的模型获得的值吻合良好。

著录项

  • 来源
    《Computers & Concrete》 |2016年第4期|577-598|共22页
  • 作者单位

    Department of Architecture and Architectural Engineering Seoul National University 1 Gwanak-ro Gwanak-gu Seoul 08826 Republic of Korea;

    Samsung C&T 14 Seocho-daero 74-gil Seocho-gu Seoul 06620 Republic of Korea;

    Department of Architecture and Architectural Engineering Seoul National University 1 Gwanak-ro Gwanak-gu Seoul 08826 Republic of Korea;

    Department of Architecture and Architectural Engineering Seoul National University 1 Gwanak-ro Gwanak-gu Seoul 08826 Republic of Korea;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    beam; deformation; strut-and-time model; transverse loading; ultimate strength;

    机译:光束;形变;支柱和时间模型;横向载荷;极限强度;

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