Three-dimensional analytical elasticity solutions in isosceles-right triangular composite laminates

被引:2
|
作者
Zhang, Yinxiao [1 ,2 ]
Gong, Zheng [2 ,4 ]
Pan, Ernian [3 ]
Zhang, Chao [1 ,2 ,4 ]
机构
[1] Northwestern Polytech Univ, Sch Aeronaut, Xian 710072, Shaanxi, Peoples R China
[2] Joint Int Res Lab Impact Dynam & Its Engn Applicat, Xian 710072, Shaanxi, Peoples R China
[3] Natl Yang Ming Chiao Tung Univ, Inst Pioneer Semicond Innovat, Disaster Prevent & Water Environm Res Ctr, Coll Engn,Dept Civil Engn, Hsinchu, Taiwan
[4] Northwestern Polytech Univ, Sch Civil Aviat, Xian 710072, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Analytical solution; Symmetry theory; Stroh formalism; Triangular laminates; Dual-variable and position method; DIFFERENTIAL QUADRATURE; MECHANICAL-BEHAVIOR; PLATES; THICK; SKEW;
D O I
10.1016/j.compstruct.2023.117398
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this study, analytical solutions are derived for three-dimensional, transversely isotropic and multilayered isosceles-right triangular plates under simply supported edge conditions. For any homogeneous layer, we construct the general solution in terms of a simple formalism that resembles the Stroh formalism and the dual variable and position method. For multilayered isosceles-right triangular plates, we derive the analytical solution by the new propagating method in terms of the symmetry theory. Numerical results clearly show the influence of load distribution, stacking sequence, and mechanical and geometric parameters on the elastic fields. The proposed solutions can also serve as benchmarks for other numerical methods such as the finite element method.
引用
收藏
页数:14
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