Aero-structural Optimization of Streamlined Twin-Box Deck Bridges with Short Gap Considering Flutter

被引:15
作者
Cid Montoya, M. [1 ,2 ]
Nieto, F. [2 ]
Hernandez, S. [2 ]
Fontan, A. [2 ]
Jurado, J. A. [2 ]
Kareem, A. [1 ]
机构
[1] Univ Notre Dame, Dept Civil & Environm Engn & Earth Sci, NatHaz Modeling Lab, Notre Dame, IN 46556 USA
[2] Univ A Coruna, Sch Civil Engn, Struct Mech Grp, La Coruna 15071, Spain
基金
美国国家科学基金会;
关键词
AERODYNAMIC SHAPE OPTIMIZATION; CABLE-STAYED BRIDGES; SUSPENSION BRIDGES; BUFFETING ANALYSIS; COUPLED FLUTTER; WIND; DESIGN; MODEL; PERFORMANCE; WIDTH;
D O I
10.1061/(ASCE)BE.1943-5592.0001705
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shape and size design of twin-box decks involves managing a number of highly sensitive deck features, including aerodynamic, stiffness, and mass properties, which leads to important and complex changes in the aeroelastic and structural performance of the bridge. This design problem is addressed in this study by recasting it as an aero-structural optimization problem. A generic short gap twin-box bridge is optimized considering 164 shape and size design variables and 2,753 design constraints. The proposed methodology obtains sustainable and economical optimum designs by minimizing the required amount of material to build the bridge, while meeting the performance and safety requirements in the structural and flutter design constraints. Furthermore, parametric studies provide very valuable information to better understand the role of different design variables on flutter. It has been found that the gap size plays an important role in managing the flutter requirements in the design process. (C) 2021 American Society of Civil Engineers.
引用
收藏
页数:19
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