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A Generalized Load-Transfer Modeling Framework for Tensioned Anchors Integrating Adhesion-Friction-Based Interface Model

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成果类型:
期刊论文
作者:
Chen, Changfu;Zhu, Shimin;Zhang, Genbao;Morsy, Amr M.;Zornberg, Jorge G.;...
通讯作者:
Zhang, GB
作者机构:
[Zhu, Shimin; Mao, Fengshan; Chen, Changfu] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China.
[Zhang, Genbao; Zhang, GB] Hunan City Univ, Coll Civil Engn, Yiyang 413000, Hunan, Peoples R China.
[Morsy, Amr M.] Loughborough Univ, Sch Architecture Bldg & Civil Engn, Loughborough LE11 3TU, Leics, England.
[Zornberg, Jorge G.] Univ Texas Austin, Dept Civil Architectural & Environm Engn, Austin, TX 78712 USA.
通讯机构:
[Zhang, GB ] H
Hunan City Univ, Coll Civil Engn, Yiyang 413000, Hunan, Peoples R China.
语种:
英文
关键词:
Element anchoring interface;Interface bond-slip model;Load-transfer modeling framework;Pullout response;Tensioned anchors
期刊:
International Journal of Geomechanics
ISSN:
1532-3641
年:
2022
卷:
22
期:
5
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [41572298, 51978254, 51908201]; Natural Science Foundation of Hunan ProvinceNatural Science Foundation of Hunan Province [2020JJ5024]; Hunan Provincial Innovation Foundation for Postgraduate [CX20210410]
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
The load-transfer mechanism of tensioned anchors is primarily concerned with in-service performance, which depends on the bond-slip behavior of anchoring interface. Because the interface bond-slip behavior is conventionally modeled using epistemic experience of specific researchers and/or back analysis of specific in situ testing results, it is challenging to develop a straightforward load-transfer analysis with extensive applicability. A generalized load-transfer modeling framework was implemented in this work by incorporating a versatile inte...

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