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Experimental and numerical study of road-bridge link slabs in fully jointless bridges using rubberized engineered cementitious composites (R-ECC)

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成果类型:
期刊论文
作者:
Zhan, Xue-fang;Chen, Jing-yuan;Wang, Xian;Yan, Heng-li
通讯作者:
Zhan, XF
作者机构:
[Zhan, Xue-fang; Yan, Heng-li; Zhan, XF; Chen, Jing-yuan; Wang, Xian] Cent South Univ Forestry & Technol, Shaoshan South Rd 568, Changsha 410004, Peoples R China.
通讯机构:
[Zhan, XF ] C
Cent South Univ Forestry & Technol, Shaoshan South Rd 568, Changsha 410004, Peoples R China.
语种:
英文
关键词:
Crumb rubber;R-ECC mixtures;R-ECC road -bridge link slab;Mix proportion;Sensitivity finite element analysis;Crack distribution
期刊:
Case Studies in Construction Materials
ISSN:
2214-5095
年:
2024
卷:
20
页码:
e02768
基金类别:
Natural Science Foundation of Hunan Province, China [2021JJ41085]; Science and technology innovation Program of Hunan Province, China [2020RC4049]; Research Foundation of Education Bureau of Hunan Province, China [21B0270]
机构署名:
本校为第一且通讯机构
摘要:
This paper presents a different way using crumb rubber and fine sand totally replaced for silica sand within ECC mixtures to make rubberized engineered cementitious composites (R-ECC) to solve the issues of high construction cost of the road-bridge link slab for fully jointless bridges (FJBs). The crumb rubber with a size of 80 CR was replaced with fine sand from a volume rate of 5–20% in multiples of 5% to prepare the R-ECC material. Five different R-ECC mixtures (CR0-CR20) with different mix designs were prepared and tested, then an optimum ...

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