...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Magazine of Concrete Research >Ultimate stress of unbonded tendon in continuous members
【24h】

Ultimate stress of unbonded tendon in continuous members

机译：连续构件中无粘结筋的极限应力

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Mojtahedi and Gamble emphasised the effect of span/depth ratio from the study of continuous shallow specimens, which laid the ground for the revision of ACI 318-77 Code as ACI 318-83 Code. However, the fact that most specimens had failed prematurely before reaching their ultimate flexural capacities was overlooked. Specimens they referred to were not able to deform sufficiently because of improper reinforcing details or failure modes different to the flexural mode. Thus, the purpose of this study is to provide physical evidence for the overemphasis of current ACI Code (318-02) on the unbonded tendon stress of members with a high span/depth ratio. In this study, four new specimens were fabricated to the same specifications as the specimens of Burns et al., but in which bonded reinforcements were provided continuously. As a result, it was revealed that the current ACI Code, revised by the results of Mojtahedi and Gamble's study, overestimates the effect of span/depth ratio on shallow members.
机译：Mojtahedi和Gamble从对连续浅样本的研究中强调了跨度/深度比的影响，这为将ACI 318-77规范修订为ACI 318-83规范奠定了基础。但是，大多数标本在达到其极限挠曲能力之前就已经过早失效的事实被忽略了。他们提到的标本由于变形细节不正确或破坏模式与弯曲模式不同而无法充分变形。因此，本研究的目的是为当前ACI规范（318-02）过高强调跨度/纵深比高的构件的未粘结筋应力提供物理证据。在这项研究中，制造了四个新的试样，其规格与Burns等人的试样相同，但其中不断提供粘结的钢筋。结果表明，由Mojtahedi和Gamble研究的结果修订的当前ACI规范高估了跨度/深度比对浅层构件的影响。

著录项

  • 来源
    《Magazine of Concrete Research》 |2003年第5期|p.461-470|共10页
  • 作者

    J.-H. Lim; J.-H. Moon; L.-H. Lee;

  • 作者单位

    Woosong Technical College, Department of Architectural Engineering, 155-3 Jayang-Dong Dong-Gu, Daejeon 300-719, Korea;

  • 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 水泥工业;
  • 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