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Shear Test of Pre-stressed Anchor Block and Fracture Mechanism Analysis of Anchor Cable

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成果类型:
期刊论文
作者:
Wang, Kezhong;Zhao, Yufei;Hu, Zhangge;Nie, Yong
作者机构:
[Hu, Zhangge; Wang, Kezhong] Zhejiang Univ Technol, Coll Civil Engn & Architecture, Hangzhou 310014, Zhejiang, Peoples R China.
[Zhao, Yufei] China Inst Water Resource & Hydropower Res, Dept Geotech Engn, Beijing 100048, Peoples R China.
[Nie, Yong] Zhongshan Technician Coll, Zhongshan 528405, Guangdong, Peoples R China.
语种:
英文
关键词:
Pre-stressed anchor cable;Shear test;Numerical simulation;Failure mode of steel wire;Fracture mechanism
期刊:
Rock Mechanics and Rock Engineering
ISSN:
0723-2632
年:
2022
基金类别:
National Natural Science Foundation of China [51679215]; Science Technology Department of Zhejiang Province [LGF21E090005]
机构署名:
本校为其他机构
摘要:
The large-scale model test bench frame is adopted to carry out shear test on the pre-stressed anchor block containing structural plane, and the characteristics of tensile, bending and shear failure of anchor cable are analyzed. Furthermore, the structural calculation software ABAQUS 2020 is utilized to construct the spiral structure model of composite steel wires and the anchor cable is simplified to be composed of bending inner and outer steel wires and central steel wire, so as to simulate accurately the interaction, failure mode and mechanical mechanism between anchor cable and grouting bod...

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