当前位置: 首页> 国外交通期刊数据库 >详情
原文传递 Memetic Algorithm Approach to Designing Precast-Prestressed Concrete Road Bridges with Steel Fiber Reinforcement
题名: Memetic Algorithm Approach to Designing Precast-Prestressed Concrete Road Bridges with Steel Fiber Reinforcement
其他题名: Ahsan,R.,Rana,S.,and Nurul Ghani,S.(2012)."Cost optimum design of posttensioned I-girder bridge using global optimization algorithm."J.Struct.Eng.,10.1061/(ASCE)ST.1943-541X.0000458,273–284.
正文语种: 英文
作者: José V. Martí
关键词: Heuristic optimization;Precast beam;Prestressed concrete bridge;Steel fiber;Structural design;Structural optimization
摘要: This paper describes the influence of steel fiber-reinforcement on the design of cost-optimized, prestressed concrete, precast road bridges, with a double U-shaped crosssection and isostatic spans. A memetic algorithm with variable-depth neighborhood search is applied to the economic cost of these structures at different stages of manufacturing, transportation, and construction. The problem involved 41 discrete design variables for the geometry of the beam and the slab, materials in the two elements, active and passive reinforcement, as well as residual flexural tensile strength corresponding to the fibers. The use of fibers decreases the mean weight of the beam by 1.72% and reduces the number of strands an average of 3.59%, but it increases the passive reinforcement by 8.71% on average, respectively. Finally, despite the higher cost of the fibers, their use is economically feasible since the average relative difference in cost is less than 0.19%.
出版年: 2015
论文唯一标识: P-26Y2015V141N02016
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001058
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 02
页码: 150-158
检索历史
应用推荐