+高级检索
钢绞线热铸锚节点高温下抗拉性能试验研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

基金项目:


Experimental Study on Tensile Behavior of Hot-cast Anchor Socket of Steel Twisted Wire Strands at Elevated Temperatures
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
    摘要:

    针对锌铜合金熔点较低(约460℃±10℃)、高温下热铸锚节点容易失效的问题,对预应力钢绞线热铸锚节点进行了高温抗拉性能试验,获得了高温下试件的破坏模式和抗拉承载力,提出了钢绞线热铸锚节点在高温下极限抗拉承载力计算公式,以及在各荷载比下的临界温度,可用于钢绞线热铸锚节点的抗火承载力验算与防火保护层厚度设计. 试验研究表明,温度低于200?℃时,破坏模式为钢绞线断裂;温度高于200?℃时,破坏模式通常为钢绞线滑脱. 温度为150~440?℃时,钢绞线热铸锚节点的极限抗拉承载力随温度升高而降低,287?℃、340?℃、392?℃和425?℃时的极限承载力分别为常温时的77.3%、39%、35.2%和10.5%.

    Abstract:

    Aiming at the problem that hot-casting sockets are easy to fail at elevated temperatures due to the low melt point of Zn-Cu alloy (approximately 460 ℃±10 ℃), high-temperature tensile tests were carried out on the hot-cast anchor sockets of prestressing twisted wire strands to obtain the failure modes and tensile capacity of specimens at elevated temperatures. The ultimate tensile capacity calculation formulas of the hot-cast anchor sockets of twisted wire strands and critical temperature under various load ratios were proposed, which can be used for the fire resistance capacity verification and fire protection layer thickness design of the hot-cast anchor sockets. Test results show that the failure mode is the rupture of the strand when the temperature is lower than 200 ℃, while the failure mode is the pull-out of the strand from the socket when the temperature is greater than 200 ℃. When the temperature is in 150~440 ℃ range, the load capacity of the anchorage decreases as the temperature increases. The load capacity at the anchorage temperature of 287 ℃, 340 ℃, 392 ℃ and 425 ℃ is 77.3%, 39%, 35.2% and 10.5% of that at ambient temperature, respectively.

    参考文献
    相似文献
    引证文献
文章指标
  • PDF下载次数:
  • HTML阅读次数:
  • 摘要点击次数:
  • 引用次数:
引用本文

楼国彪 ,侯婧 ,戚洪辉 ?,宋战辉 .钢绞线热铸锚节点高温下抗拉性能试验研究[J].湖南大学学报:自然科学版,2024,(3):1~7

复制
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2024-04-02
  • 出版日期:
作者稿件一经被我刊录用,如无特别声明,即视作同意授予我刊论文整体的全部复制传播的权利,包括但不限于复制权、发行权、信息网络传播权、广播权、表演权、翻译权、汇编权、改编权等著作使用权转让给我刊,我刊有权根据工作需要,允许合作的数据库、新媒体平台及其他数字平台进行数字传播和国际传播等。特此声明。
关闭