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Shear strength of brick masonry walls assembled with different types of mortar

机译:用不同类型的砂浆组装的砖砌墙的抗剪强度

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摘要

The prediction of masonry shear strength, by direct way, requires appropriate experimental tests on triplets, in line with standard EN 1052-3, or diagonal compression tests on panels according to ASTM 509-2010 and RILEM LUMB6. In the present paper the results of an experimental investigation, carried out by these two types of tests on brick masonry walls assembled with different kinds of mortar are reported. A comparison between the values of the masonry shear strength, calculated applying the three formulas available in literature for the diagonal compression test data, and those obtained by laboratory tests on shear triplets, is presented.
机译:通过直接方法来预测砌体的抗剪强度,需要对三重桩进行适当的实验测试,以符合标准EN 1052-3的要求,或者根据ASTM 509-2010和RILEM LUMB6在面板上进行对角压缩测试。在本文中,报告了通过这两种类型的测试对组装有不同种类砂浆的砖砌墙进行实验研究的结果。提出了对砌体抗剪强度值的比较,该值是使用文献中对角压缩试验数据使用的三个公式计算得出的,与通过实验室对三重轴的试验获得的公式进行了比较。

著录项

  • 来源
    《Construction and Building Materials》 |2013年第3期|1038-1045|共8页
  • 作者单位

    Department of Construction and Restoration, University of Florence, 50121 Florence, Italy;

    Department of Construction and Restoration, University of Florence, 50121 Florence, Italy;

    Department of Construction and Restoration, University of Florence, 50121 Florence, Italy;

    Department of Construction and Restoration, University of Florence, 50121 Florence, Italy;

  • 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

    masonry; shear strength; experimental test;

    机译:石工;剪切强度实验测试;

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