Experimental study on bearing capacity of threaded sleeve connection of steel tie rod
|更新时间:2025-08-11
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Experimental study on bearing capacity of threaded sleeve connection of steel tie rod
“In the field of large-span suspension structures, experts have verified the critical condition equation for the failure mode of steel tie rod sleeve nodes through experiments and finite element analysis, providing design criteria for structural safety.”
Journal of Civil and Environmental EngineeringPages: 1-10(2025)
作者机构:
1.天津大学,未来技术学院,天津 300072
2.天津大学,建筑学院,天津 300072
3.中铁十八局集团建筑安装工程有限公司,天津 300308
作者简介:
HUANG Hao (2001-), main research interest: steel structures, E-mail: hao-h@foxmail.com.
HUANG Hao,ZHOU Ting,YANG Wei,et al.Experimental study on bearing capacity of threaded sleeve connection of steel tie rod[J].Journal of Civil and Environmental Engineering,
HUANG Hao,ZHOU Ting,YANG Wei,et al.Experimental study on bearing capacity of threaded sleeve connection of steel tie rod[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.070.
Experimental study on bearing capacity of threaded sleeve connection of steel tie rod