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Experimental study on the bond performance between all-light shale ceramsite concrete and rebar

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成果类型:
期刊论文
作者:
Cao, Guohui;Zhou, Baishun;Shen, Jiyang;Zhou, Chao;Zhang, Zaihua;...
通讯作者:
Shen, JY
作者机构:
[Cao, Guohui; Zhang, Zaihua; Liu, Jing; Zhou, Baishun] Hunan City Univ, Hunan Engn Res Ctr Dev & Applicat Ceramsite Concre, Yingbin East RD, Yiyang 413000, Hunan, Peoples R China.
[Shen, Jiyang] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Peoples R China.
[Zhou, Chao] Changsha Univ Sci & Technol, Sch Civil Engn, Wanjiali South RD, Changsha 410114, Hunan, Peoples R China.
通讯机构:
[Shen, JY ] H
Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Peoples R China.
语种:
英文
关键词:
All-light shale ceramsite concrete;Rebar;Bond strength;Bond-slip behavior;Bond-slip predictive model
期刊:
Journal of Building Engineering
ISSN:
2352-7102
年:
2025
卷:
107
页码:
112716
基金类别:
National Natural Science Foundation of China [52278174]; Natural Science Foundation of Hunan Province [2025JJ90156]; Science and Technology Innovation Research Team Program of Higher Education Institutions in Hunan Province
机构署名:
本校为第一机构
摘要:
Driven by the growing demand for lightweight materials in sustainable construction, the interfacial bonding mechanism between all-lightweight shale ceramsite concrete and rebar requires further investigation. Therefore, 57 central pullout tests were conducted to systematically evaluate the effects of concrete strength, rebar diameter, surface shapes, and yield strength on the bond behavior. The results revealed two failure modes, pullout and splitting failures, controlled by the ratio of concrete cover thickness to strength. Increased concrete strength significantly enhanced bond capacity, wit...

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