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Effects of curing time and curing temperature on the Standard Test for Strand Bond.

机译:固化时间和固化温度对标准测试的影响。

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摘要

Scope and Method of Study. The purpose of this study was to observe and determine the effects of the curing environment on the STSB method. Through multiple rounds of NASP funded research, the STSB has proven to be a valid test method for assessing performance of prestressing strand bond with concrete and to correlate bond performance to transfer lengths and development lengths in prestressed members. The study focused on altering the curing time and temperature, while maintaining the required mortar strength as specified by the STSB method. Curing conditions lacking in environmental control will affect concrete strength and maturity. In attempting to maintain simplicity of the STSB procedures, the results of this study are potentially valuable to strand producers and prestressed plant operators.;Findings and Conclusions. The results from the modified STSB test program demonstrated that curing conditions must adhere to the requirements of the STSB procedures to ensure valid pull-out force results. The pull-out forces increase as the w/c ratio of the mixture (decreased curing time) decreases for mixtures of the same mortar strength. In addition, the pull-out values increase as the curing temperature increases for mixtures of the same mortar strength. Interestingly, the STSB method illustrated extreme sensitivity for mixtures with w/c ratios of less than 0.50, and pull-out forces appeared to approach a minimum value, or become less sensitive, as the w/c ratio increased, if the data were extrapolated. The increase in pull-out forces potentially describes a change in behavior in the bond strength between the prestressing strand and mortar at approximately a w/c ratio of 0.50.
机译:研究范围和方法。这项研究的目的是观察和确定固化环境对STSB方法的影响。通过NASP资助的多轮研究,STSB已被证明是评估混凝土预应力束粘结性能并将粘结性能与预应力构件的传递长度和展开长度相关的有效测试方法。该研究的重点是改变固化时间和温度,同时保持STSB方法规定的砂浆强度。缺乏环境控制的固化条件会影响混凝土的强度和成熟度。在试图简化STSB程序的过程中,这项研究的结果对钢绞线生产者和预应力植物操作者具有潜在的价值。修改后的STSB测试程序的结果表明,固化条件必须符合STSB程序的要求,以确保有效的拔出力结果。对于相同砂浆强度的混合物,随着混合物的w / c比(减少的固化时间)的减小,拉拔力会增加。另外,对于相同灰浆强度的混合物,拔出值随固化温度的升高而增加。有趣的是,STSB方法说明了w / c比小于0.50的混合物的极高灵敏度,并且如果将数据推算出来,随着w / c比的增加,拔出力似乎接近最小值或变得不那么敏感。 。拔出力的增加可能描述了预应力绞线和砂浆之间的粘结强度在w / c比率约为0.50时的行为变化。

著录项

  • 作者

    Yarholar, C. Doug.;

  • 作者单位

    Oklahoma State University.;

  • 授予单位 Oklahoma State University.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2010
  • 页码 130 p.
  • 总页数 130
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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