Shear behavior of rib-treated interface between ultra-high performance concrete and normal concrete
Civil Engineering|更新时间:2026-02-18
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Shear behavior of rib-treated interface between ultra-high performance concrete and normal concrete
“The research progress on the interfacial shear performance between ultra-high performance concrete and ordinary concrete was introduced. Experts explored the influence of rib size on interfacial failure mode and shear bearing capacity through experiments and finite element analysis, providing reference for concrete structure design.”
Journal of Civil and Environmental EngineeringVol. 48, Issue 1, Pages: 142-152(2026)
作者机构:
1.西安建筑科技大学,土木工程学院,西安 710055
2.西安建筑科技大学,结构工程与抗震教育部重点实验室,西安 710055
作者简介:
WANG Peng (1987- ), PhD, professor, main research interests: new cement-based materials and new concrete structural systems, E-mail: wangpeng@xauat.edu.cn.
YOU Xuehui (corresponding author), PhD candidate, E-mail: youxuehui4242@163.com.
基金信息:
National Natural Science Foundation of China(52178159;52178505);Scientific Research Plan Projects of Education Department of Shaanxi Provincial Government(23JY040)
WANG Peng,YOU Xuehui,SHI Qingxuan,et al.Shear behavior of rib-treated interface between ultra-high performance concrete and normal concrete[J].Journal of Civil and Environmental Engineering,2026,48(01):142-152.
WANG Peng,YOU Xuehui,SHI Qingxuan,et al.Shear behavior of rib-treated interface between ultra-high performance concrete and normal concrete[J].Journal of Civil and Environmental Engineering,2026,48(01):142-152. DOI: 10.11835/j.issn.2096-6717.2023.134.
Shear behavior of rib-treated interface between ultra-high performance concrete and normal concrete