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Experimental research on static and cyclic pullout behavior of cast-in-place anchors with steel sleeve

  • Junying Guo
  • , Yongbao Gou*
  • , Zhongcheng Li
  • , Quanquan Guo
  • *此作品的通讯作者
  • China Nuclear Power Engineering Co.,Ltd.
  • Beihang University

科研成果: 期刊稿件文章同行评审

摘要

The cast-in-place anchors with steel sleeve are widely used in the anchoring of heavy equipment with dynamic loads. The setting of the steel sleeve allows a higher preload to be applied to the anchor. The preload level of anchors plays a crucial role in the normal operation of equipment with dynamic loads. In this study, 9 groups of single anchor pull-out tests under static or cyclic loading were carried out. The performance differences of anchors at three preload levels (10%, 20% and 30% of the anchor's yield load) were investigated. The test results show that the preload can effectively improve the anchoring performance of the anchor. With the increase of the preload level, the yield displacement of the anchor and the residual deformation after cyclic loading decreased continuously. Under the same preload level, the anchoring effect of the anchor with thick-wall steel sleeve was slightly better than that of the anchor with thin-wall steel sleeve. Finally, the preliminary design process of anchor with steel sleeve were presented.

源语言英语
页(从-至)1883-1890
页数8
期刊Structures
48
DOI
出版状态已出版 - 2月 2023

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