A review of optimization techniques used in the design of fibre composite structures for civil engineering applications

被引:138
作者
Awad, Ziad K. [1 ]
Aravinthan, Thiru [1 ]
Yan Zhuge [1 ]
Gonzalez, Felipe [2 ]
机构
[1] Univ So Queensland, CEEFC, Fac Engn & Surveying, Toowoomba, Qld 4350, Australia
[2] Queensland Univ Technol, Fac Built Environm & Engn, Brisbane, Qld 4001, Australia
关键词
Composite polymer matrix; Pultrusion; Sandwich structures; SENSITIVITY-ANALYSIS; OPTIMUM DESIGN; ROBUST DESIGN; PERFORMANCE; FREQUENCY; CONCRETE; FAILURE; SHAPE;
D O I
10.1016/j.matdes.2011.04.061
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Fibre composite structures have become the most attractive candidate for civil engineering applications. Fibre reinforced plastic polymer (FRP) composite materials have been used in the rehabilitation and replacement of the old degrading traditional structures or build new structures. However, the lack of design standards for civil infrastructure limits their structural applications. The majority of the existing applications have been designed based on the research and guidelines provided by the fibre composite manufacturers or based on the designer's experience. It has been a tendency that the final structure is generally over-designed. This paper provides a review on the available studies related to the design optimization of fibre composite structures used in civil engineering such as; plate, beam, box beam, sandwich panel, bridge girder, and bridge deck. Various optimization methods are presented and compared. In addition, the importance of using the appropriate optimization technique is discussed. An improved methodology, which considering experimental testing, numerical modelling, and design constrains, is proposed in the paper for design optimization of composite structures. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:534 / 544
页数:11
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