A new similarity method for the ultimate strength of box girders subjected to the combined load of bending and lateral pressure

被引:0
|
作者
Wang, Yao [1 ]
Wei, Pengyu [1 ,2 ]
Wang, Qinghu [3 ]
Dai, Zeyu [2 ]
Wang, Deyu [1 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
[2] China Ship Sci Res Ctr, Wuxi 214082, Peoples R China
[3] Shanghai Jiao Tong Univ, Sch Mat Sci & Engn, Shanghai 200240, Peoples R China
基金
中国国家自然科学基金;
关键词
Similarity; Ultimate strength; Box girder; Combined load; Lateral pressure; MOMENT; MODELS; NUMBER; PLATES; SHIPS;
D O I
10.1016/j.oceaneng.2024.119270
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The ultimate strength is an important property for hull structures nowadays. For large-scale structures, scale models are needed to perform physical model tests. Therefore, similarity methods are especially important. Traditional similarity methods consider similarity criteria of cross-section properties, and modern similarity methods introduce some strength-related similarity criteria to consider the nonlinear collapse procedure. However, these two kinds of criteria may be conflicting and are hard to meet simultaneously. Most existing works concentrated on simple structures, like stiffened plates, due to the difficulty in meeting all the similarity criteria. In this paper, a new similarity method is proposed for box girders subjected to the combined load of bending moment and lateral pressure. The proposed method considers only the strength-related similarity criteria, ignoring the criteria of cross-section properties. The column slenderness, the plate slenderness, and the torsional slenderness are selected as the similarity parameters for every stiffened plate in the box girder. The new similarity relations of the ultimate moment and the applied lateral pressure are derived according to the proposed criteria. A structured step-by-step scale model design procedure is proposed to design corresponding scale models. 4 numerical examples are presented to show the correctness and advantages of the proposed method.
引用
收藏
页数:25
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