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Failure behavior of E-glass fiber- and fabric-reinforced IPC composites under tension and compression loading

机译:E玻璃纤维和织物增强的IPC复合材料在拉伸和压缩载荷下的失效行为

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摘要

This paper analyzes the failure behavior of E-glass reinforced inorganic phosphate cement composites in tension and compression. The first part of the study experimentally evaluates the behavior of different composite systems resulting from three different manufacturing processes (hand lay-up, pultrusion and pultrusion/compression). Tensile and compression tests are performed on fiber orientations ranging from 0° to 90°, and the mechanical tests are analyzed in terms of failure strength and failure modes. The prediction of failure strength is approached using mechanical models found in the literature. The comparison of experimental and modeling results is unsatisfactory, confirming the necessity of establishing adapted fracture criteria. The second part of this paper concerns the establishment of a failure envelope based on the Tsai-Wu and Mohr-Coulomb criteria. The anisotropic nature of the composite is accounted for by the Tsai-Wu criterion, while the Mohr-Coulomb criterion allows for the modeling of the mineral matrix's brittle behavior. The maximum stress criterion is also compared to the obtained envelope curves.
机译:本文分析了玻璃纤维增​​强无机磷酸盐水泥复合材料在拉伸和压缩状态下的破坏行为。研究的第一部分通过实验评估了三种不同制造工艺(手工铺网,拉挤成型和拉挤成型/压缩成型)所产生的不同复合系统的性能。在0°至90°的纤维取向上执行拉伸和压缩测试,并根据破坏强度和破坏模式分析力学测试。失效强度的预测是使用文献中发现的机械模型进行的。实验结果和模型结果的比较不能令人满意,这证实了建立合适的断裂标准的必要性。本文的第二部分涉及基于Tsai-Wu和Mohr-Coulomb标准建立失效包络线。 Tsai-Wu准则解释了复合材料的各向异性性质,而Mohr-Coulomb准则则允许对矿物基质的脆性行为进行建模。还将最大应力标准与获得的包络曲线进行比较。

著录项

  • 来源
    《Materials and structures》 |2014年第4期|631-645|共15页
  • 作者单位

    Innovative Technologies Laboratory (LTI), University of Picardie Jules Verne, Avenue des Facultes, Le Bailly, 80 025 Amiens Cedex 1, France;

    Civil Engineering and Environmental Laboratory (LGCIE), Site Bohr, University Claude Bernard Lyon 1, 82, Boulevard Niels Bohr, Campus de La Doua, 69622 Villeurbanne Cedex, France;

    Civil Engineering and Environmental Laboratory (LGCIE), Site Bohr, University Claude Bernard Lyon 1, 82, Boulevard Niels Bohr, Campus de La Doua, 69622 Villeurbanne Cedex, France;

    Civil Engineering and Environmental Laboratory (LGCIE), Site Bohr, University Claude Bernard Lyon 1, 82, Boulevard Niels Bohr, Campus de La Doua, 69622 Villeurbanne Cedex, France;

  • 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

    Reinforced cement; Mechanical properties; Analytical modeling; Mechanical testing; Failure criteria;

    机译:增强水泥;机械性能分析建模;机械测试;失败标准;

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