Experimental study on punching shear capacity of slab-column joints with partial use of ultra-high performance concrete
|更新时间:2025-08-01
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Experimental study on punching shear capacity of slab-column joints with partial use of ultra-high performance concrete
“In the field of building structures, experts have studied the influence of ultra-high performance concrete on the performance of slab column joints through experiments, providing a new method for improving the anti shear performance of joints.”
Journal of Civil and Environmental EngineeringPages: 1-15(2025)
作者机构:
长沙理工大学 土木与环境工程学院,长沙 410114
作者简介:
LI Chuang (1999- ), main research interest: reinforced concrete structure and structural disaster prevention and mitigation, E-mail: lichuang@stu.csust.edu.cn.
ZHOU Yan, PhD, E-mail: yan.zhou@csust.edu.cn.
基金信息:
National Natural Science Foundation of China(52108112);Natural Science Foundation of Hunan Province(2023JJ40052)
LI Chuang,ZHOU Yan.Experimental study on punching shear capacity of slab-column joints with partial use of ultra-high performance concrete[J].Journal of Civil and Environmental Engineering,
LI Chuang,ZHOU Yan.Experimental study on punching shear capacity of slab-column joints with partial use of ultra-high performance concrete[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.065.
Experimental study on punching shear capacity of slab-column joints with partial use of ultra-high performance concrete