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Effects of chloride salt erosion and freeze–thaw cycle on interface shear behavior between ordinary concrete and self-compacting concrete

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成果类型:
期刊论文
作者:
Tang, Huang;Yang, Yiming;Li, Hai;Xiao, Linfa;Ge, Yaping
通讯作者:
Yang, YM
作者机构:
[Ge, Yaping; Tang, Huang; Yang, Yiming; Li, Hai] Hunan City Univ, Hunan Engn Res Ctr Dev & Applicat Ceramsite Concre, Yiyang 413000, Peoples R China.
[Tang, Huang] Changsha Univ Sci &Technol, Key Lab Safety Control Bridge Engn Minist Educ, Changsha 410114, Peoples R China.
[Xiao, Linfa] East China Jiaotong Univ, Sch Transportat Engn, Nanchang 330013, Jiangxi, Peoples R China.
通讯机构:
[Yang, YM ] H
Hunan City Univ, Hunan Engn Res Ctr Dev & Applicat Ceramsite Concre, Yiyang 413000, Peoples R China.
语种:
英文
关键词:
Chloride salt erosion;Freeze-thaw cycle;Interface shear strength;Self-compacting concrete
期刊:
Structures
ISSN:
2352-0124
年:
2023
卷:
56
页码:
104990
基金类别:
National Natural Science Foundation of China [52108135, 52208166, 52208168]; Science and Technology Innovation Program of Hunan Province [2022RC1186]; Natural Science Foundation of Hunan Province [S2023JJMSXM0432, 2022JJ50627]; Scientific Research Project of the Education Department of Hunan Province [21B0721, 21B0716, 22A0561]; Open Fund of Key Laboratory of Bridge Engineering Safety Control by Department of Education (CSUST) [14KA04]
机构署名:
本校为第一且通讯机构
摘要:
Self-compacting concrete (SCC) has been widely used for concrete jacketing to strengthen RC structures due to its high workability, fluidity, and segregation resistance. In this study, a test was carried out to study the effects of substrate curing including chloride salt erosion and the freeze–thaw cycle on the interface shear strength between ordinary concrete and the SCC. Eighty-four Z-type specimens were designed and tested through direct shear experiments, and the influence of interface treatment (implanting steel bar and cutting groove),...

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