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Advancement in FRP composites using three-dimensional stitched fabrics and enhancement in FRP bridge deck component properties.

机译:使用三维缝合织物的FRP复合材料的进步以及FRP桥面板部件性能的增强。

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摘要

Use of FRP composites in construction industry has been growing rapidly. However, currently all composite products are manufactured with one and/or two dimensional fibers and fabrics (1-D or 2-D). A shortcoming of these fabrics are the development of premature cracking and low stiffness and strength through-thickness. Therefore, the motivation of the present work is to fabricate and test composites with 3-D stitched fabrics.;In this study, composites were fabricated using 3-D stitched fabrics with different: (1) fiber architecture; (2) stitch density; (3) stitch material; and (4) manufacturing process. Composites made of 3-D stitched fabrics were found to have enhanced strength and stiffness (about 30%) over 1-D and 2-D fabrics.;The existing FRP bridge deck component (first generation) was modified with respect to weight, fiber architecture and manufacturing process leading to the development of the second generation FRP bridge deck component. In the second generation FRP bridge deck component, the self-weight was reduced by about 11% without sacrificing strength and stiffness. Trail second generation FRP bridge deck module has to be tested under fatigue loads.
机译:FRP复合材料在建筑行业中的使用已迅速增长。但是,当前所有复合产品都是用一维和/或二维纤维和织物(1-D或2-D)制造的。这些织物的缺点是过早开裂和低硬度和强度贯穿厚度的发展。因此,本工作的动机是用3-D缝合织物制造和测试复合材料。在本研究中,使用具有以下不同特征的3-D缝合织物制造复合材料:(1)纤维结构; (2)线迹密度; (3)针迹材料; (4)制造过程。发现由3-D缝合织物制成的复合材料比1-D和2-D织物具有更高的强度和刚度(约30%);现有的FRP桥面板部件(第一代)在重量,纤维方面进行了修改架构和制造过程导致了第二代FRP桥面板部件的开发。在第二代FRP桥面板构件中,自重降低了约11%,而不会牺牲强度和刚度。 Trail第二代FRP桥面板模块必须在疲劳载荷下进行测试。

著录项

  • 作者

    Shekar, Vimala.;

  • 作者单位

    West Virginia University.;

  • 授予单位 West Virginia University.;
  • 学科 Engineering Civil.
  • 学位 M.S.C.E.
  • 年度 2000
  • 页码 143 p.
  • 总页数 143
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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