首页> 外文学位 >Design and optimization of a composite rebar for the reinforcement of concrete.
【24h】

Design and optimization of a composite rebar for the reinforcement of concrete.

机译:钢筋混凝土复合钢筋的设计和优化。

获取原文
获取原文并翻译 | 示例

摘要

In the last decade, the use of fiber reinforced plastic (FRP) composites for reinforcements to concrete members has emerged. In previous works, some design of FRP rebar that reinforced in the concrete has helical winding and some with sand coating on the outside. Different from the case of steel bar, the helical ribs here are wound on top of the bar after the bar has been pultruded. The bond between these ribs and the main bar is made of secondary bonding.; This thesis introduce a new design consists of a regular rod but it also has lobes along the rod that give the rod a wavy configuration. The reinforcement is continuous throughout the rod and the wavy part contains fibers that are part of the main rod (Rather than just bonded in). This mechanical interlock does improve the shear load transfer between the FRP rod and the concrete. The objective of this thesis is to optimize the shape of the FRP bar. Straight FRP bars and bars with circular-shaped lobes, elliptical-shaped lobes will be compared. The computer program ANSYS has been used for the finite element analysis. Optimization of the shape of the FRP bar will be discussed and the optimized shapes of the bar will be introduced.
机译:在过去的十年中,已经出现了使用纤维增强塑料(FRP)复合材料来增强混凝土构件的性能。在以前的工作中,某些在混凝土中增强的FRP钢筋设计具有螺旋形缠绕,而有些设计的外部带有砂涂层。与钢筋的情况不同,在拉挤钢筋之后,此处的螺旋肋缠绕在钢筋的顶部。这些肋和主筋之间的粘结是由二次粘结制成的。本文介绍了一种由常规杆组成的新设计,但沿着杆也有叶片,使杆呈波浪形。整个棒材上的钢筋都是连续的,波浪形部分包含的纤维是主棒材的一部分(而不是仅仅粘结在其中)。这种机械互锁确实改善了FRP杆和混凝土之间的剪切载荷传递。本文的目的是优化玻璃钢条的形状。将比较FRP直条和带有圆形凸角,椭圆形凸角的钢筋。计算机程序ANSYS已用于有限元分析。将讨论FRP筋的形状的优化,并介绍筋的优化形状。

著录项

  • 作者

    Yu, Xin.;

  • 作者单位

    Concordia University (Canada).;

  • 授予单位 Concordia University (Canada).;
  • 学科 Engineering Mechanical.; Engineering Civil.
  • 学位 M.A.Sc.
  • 年度 2003
  • 页码 127 p.
  • 总页数 127
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 机械、仪表工业;建筑科学;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号