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A review of initial end slip as criteria of acceptable strand bond quality and the relationship between strand diameter and transfer length for prestressed concrete members.

机译:审查初始端滑作为可接受的股线粘结质量以及预应力混凝土构件股线直径与传递长度之间关系的标准。

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摘要

ACI 318-05 section 12.9.1 defines a minimum development length for which a prestressing strand shall be bonded. This is "intended to provide bond integrity for the strength of the member." ACI 318-05 equation 12-4 was adopted in 1963 and was based on empirical results of physical tests. In the past 40 years there have been many advances in pretension strand materials and yet equation 12-4 has not changed other than minor clerical modifications. There have been several studies to predict transfer and flexural bond lengths in prestressed concrete that determined that equation 12-4 is limited and in some cases underestimates these transfer and development lengths.;This thesis is three-part: determine through a literature review of previous studies the applicability of end slip as a criteria of acceptable bond and the validity of equation 12-4, categorize techniques used to determine bond quality, and study the effects of strand diameter and effective prestress on the transfer length through a finite element analysis of a simplified model.
机译:ACI 318-05第12.9.1节规定了预应力绞合线应粘结的最小展开长度。这是“旨在为构件的强度提供粘结完整性”。 ACI 318-05公式12-4于1963年采用,它基于物理测试的经验结果。在过去的40年中,预紧绞合线材料取得了许多进步,但是公式12-4除了较小的文书修改外没有改变。已有许多研究预测预应力混凝土中的传递和挠曲粘结长度,确定方程12-4是有限的,并且在某些情况下低估了这些传递和发展的长度。本文分为三部分:通过对先前文献的回顾来确定研究作为合格粘结标准的端滑的适用性以及方程式12-4的有效性,对确定粘结质量的技术进行分类,并通过有限元分析,研究钢绞线直径和有效预应力对传递长度的影响简化模型。

著录项

  • 作者

    Mitchell, Chad S.;

  • 作者单位

    University of Wyoming.;

  • 授予单位 University of Wyoming.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2008
  • 页码 148 p.
  • 总页数 148
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:38:42

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