A T-splines-oriented isogeometric topology optimization for plate and shell structures with arbitrary geometries using B<acute accent>ezier extraction

被引:32
作者
Zhang, Xiao [1 ]
Xiao, Mi [1 ]
Gao, Liang [1 ]
Gao, Jie [2 ,3 ]
机构
[1] Huazhong Univ Sci & Technol, State Key Lab Digital Mfg Equipment & Technol, Wuhan 430074, Peoples R China
[2] Huazhong Univ Sci & Technol, Sch Aerosp Engn, Wuhan 430074, Peoples R China
[3] Jianghuai Adv Technol Ctr, Hefei 230000, Peoples R China
基金
中国国家自然科学基金;
关键词
Plate and shell structures; Topology optimization; Isogeometric analysis; T-splines; Bezier Extraction; LINEAR INDEPENDENCE; SHAPE OPTIMIZATION; FINITE-ELEMENTS; DESIGN; NURBS;
D O I
10.1016/j.cma.2024.116929
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Recently, the non-uniform rational B-splines (NURBS) have been considerably employed in modeling plate and shell structures, or developing the related size, shape or topology optimization methods for their design. However, the NURBS with the tensor product feature strongly hinders the effectiveness of the optimization on complex structures. The primary intention of the current research is to propose a new T-splines-oriented Isogeometric Topology Optimization (TITO) method and then address the critical design problem of plate and shell structures with arbitrary shapes in practical applications. Firstly, the Be <acute accent>zier extraction is utilized in the T-splines to map the geometrical model into a family of Be <acute accent>zier elements, each of which is presented by a local Density Distribution Function (DDF) for elementary topology. A global DDF is constructed by an assembly of all local DDFs with a natural connection to the present structural topology. Secondly, the T-splines-based IsoGeometric Analysis (T-IGA) formulation with the Be <acute accent>zier extraction for complex plate and shell structures is developed using the Kirchhoff-Love theory, where a universal numerical implementation framework is constructed, including the Rhino, MATLAB, export modules with all geometric information and import modules for the analysis. Thirdly, a mathematical formulation for plate and shell structures with arbitrary geometries is developed using the T-ITO method to improve structural loading-capability, and the sensitivity analysis with respect to design variables is rigorously derived in detail. Finally, several numerical examples of plate and shell structures with both regular and elaborate geometries are tested to demonstrate the validity, effectiveness, superiorities and indispensability of the T-ITO method.
引用
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页数:35
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