Research on Resistance Values of Sliding Anchor Bolts with Expanded Heads

ZHENG Erhu; WANG Hong; ZHOU Jiannan; WANG Bo; ZHOU Yinzhi

doi:10.13204/j.gyjzG21051110

Volume 52 Issue 4

Jul. 2022

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ZHENG Erhu, WANG Hong, ZHOU Jiannan, WANG Bo, ZHOU Yinzhi. Research on Resistance Values of Sliding Anchor Bolts with Expanded Heads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 126-132. doi: 10.13204/j.gyjzG21051110

Citation:

ZHENG Erhu, WANG Hong, ZHOU Jiannan, WANG Bo, ZHOU Yinzhi. Research on Resistance Values of Sliding Anchor Bolts with Expanded Heads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 126-132. doi: 10.13204/j.gyjzG21051110

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Research on Resistance Values of Sliding Anchor Bolts with Expanded Heads

doi: 10.13204/j.gyjzG21051110

1. College of Defense Engineering, Army University of Engineering, Nanjing 210007, China;
2. Institute of Defense Engineering, AMS, PLA, Beijing 100850, China

Received Date: 2021-05-11
Available Online: 2022-07-25

Abstract

Abstract

In order to study the relations among the constant resistance value of sliding anchor bolts with expanded heads and the anchor bolt sizes, the elastoplastic theoretical formula was deduced based on the elastic theory for the constant resistance of large deformation bolts, which could be suitable to predict the constant resistance values of sliding auchor bolts with expanded heads. The numerical simulation software was researched the constant resistance values in five working conditions, and the simulation results of the three working conditions were contrasted with the results from indoor experiments, and the results showed that the numerical simulation model had less differences from the experimental results, and the model was more reasonable; the theoretical resistance values calculated by the elastoplastic theoretical formula were in good agreement with the ones by numerical simulations.
- sliding anchor bolt with expanded head,
- resistance value,
- elastoplastic theory,
- numerical simulation,
- experiment

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References(12)

References

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