Finite element analysis of mechanical properties of cut plate flange type connectors and comparison of connection schemes

被引:0
作者
Yan, Dengshan [1 ]
机构
[1] CCCC Second Harbor Engn Co Ltd, Wuhu 241060, Anhui, Peoples R China
来源
PROCEEDINGS OF THE 2024 3RD INTERNATIONAL CONFERENCE ON STRUCTURAL SEISMIC RESISTANCE, MONITORING AND DETECTION, SSRMD 2024 | 2024年 / 27卷
基金
中国国家自然科学基金;
关键词
segmental precast; corrugated steel webs; shear connector; structural optimization; CORRUGATED STEEL WEBS; BOX-GIRDERS;
D O I
10.2991/978-94-6463-404-4_22
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A connector between corrugated steel webs and concrete is proposed in this paper, named cutting-plate-flange connector. Combined with finite element method, the differences among various shear connectors in the structural characteristics, mechanical performance, economy, and applicability to segmental precast assembly construction are compared and analyzed. The results show that the new connector meets the shear requirements and can be constructed easily. It can be applied to segmental prefabricated composite girder bridges with corrugated steel webs.
引用
收藏
页码:218 / 235
页数:18
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