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A theoretical model for the load-transfer analyses of load distributive compression anchor integrating DSC-based interface nonlinear model

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成果类型:
期刊论文
作者:
Zhu, Shimin;Chen, Changfu;Zhang, Genbao;Wang, Mingbin;Zhang, Zhuangwei
通讯作者:
Zhu, SM
作者机构:
[Wang, Mingbin; Zhu, Shimin; Zhang, Zhuangwei; Zhu, SM] Ludong Univ, Sch Hydraul & Civil Engn, Yantai 264025, Shandong, Peoples R China.
[Chen, Changfu] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China.
[Zhang, Genbao] Hunan City Univ, Coll Civil Engn, Yiyang 413000, Hunan, Peoples R China.
通讯机构:
[Zhu, SM ] L
Ludong Univ, Sch Hydraul & Civil Engn, Yantai 264025, Shandong, Peoples R China.
语种:
英文
关键词:
Load distributive compression anchor;Soil-anchor interface;Load-transfer behavior;Theoretical modeling
期刊:
Construction and Building Materials
ISSN:
0950-0618
年:
2024
卷:
449
页码:
138250
基金类别:
CRediT authorship contribution statement Shimin Zhu: Writing – original draft, Software, Methodology, Formal analysis, Data curation, Writing – review & editing. Changfu Chen: Supervision, acquisition, Conceptualization. Genbao Zhang: Writing – original draft, Software. Mingbin Wang: Validation, Supervision. Zhuangwei Zhang: Data curation.
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
An innovative anchorage technology named load distributive compression anchor (LDCA) has recently been employed in a multitude of geotechnical engineering. The anchoring structure comprises multiple anchor bodies, thereby overcoming the bearing defects associated with conventional load-concentrated anchors and providing superior bearing performance. The complex structural configuration of LDCA considerably complicates the process of load-transfer theoretical modeling. A lack of relevant studies from theoretical solution perspective is yet evident in previous works. In this paper, a theoretical...

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