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

Guo, Junying; Gou, Yongbao; Li, Zhongcheng; Guo, Quanquan

doi:10.1016/j.istruc.2023.01.074

Cited by 3 publications

(1 citation statement)

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“…In order to as precisely as possible mimic designed or as-built conditions, the test technique is meant to be a performance test. Research on the pull-out strength of anchors under static and dynamic tensile loading has been published 4 . The pull-out strength is significantly affected by anchor embedment depths, as well as anchor diameter.…”

Section: Introductionmentioning

confidence: 99%

Effective prediction finite element model of pull-out capacity for cast-in-place anchor in high strain rate effects

Bao,

Lee,

et al. 2023

Sci Rep

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Cast-in-place anchors are being increasingly used in many applications including building construction, bridge, and power plants. The anchorage to concrete systems are subjected to tensile, shear and combined loads from a variety of loading circumstances including static, dynamic, and shock loading. Despite extensive studies on these systems, reliable numerical models for predicting the behavior of these anchors are still limited. Therefore, this paper investigated the tensile behavior of cast-in-place anchorage to concrete systems, to propose an effective model for reproducing anchorage behavior using finite element (FE) methods. Experiments and code-based models for the anchorage system in tension were used to evaluate the numerical models for cast-in-place anchors in concrete, and the most suitable model, with advantages in accuracy and saving analysis time, was chosen. Finally, the FE model was used to study the tensile capacity and related dynamic increase factor for various strain rates, anchor diameters, and embedment depths.

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Section: Introductionmentioning

confidence: 99%