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Least Square Finite Element Model for Analysis of Multilayered Composite Plates under Arbitrary Boundary Conditions
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作者 Christian Mathew Yao Fu 《World Journal of Engineering and Technology》 2024年第1期40-64,共25页
Laminated composites are widely used in many engineering industries such as aircraft, spacecraft, boat hulls, racing car bodies, and storage tanks. We analyze the 3D deformations of a multilayered, linear elastic, ani... Laminated composites are widely used in many engineering industries such as aircraft, spacecraft, boat hulls, racing car bodies, and storage tanks. We analyze the 3D deformations of a multilayered, linear elastic, anisotropic rectangular plate subjected to arbitrary boundary conditions on one edge and simply supported on other edge. The rectangular laminate consists of anisotropic and homogeneous laminae of arbitrary thicknesses. This study presents the elastic analysis of laminated composite plates subjected to sinusoidal mechanical loading under arbitrary boundary conditions. Least square finite element solutions for displacements and stresses are investigated using a mathematical model, called a state-space model, which allows us to simultaneously solve for these field variables in the composite structure’s domain and ensure that continuity conditions are satisfied at layer interfaces. The governing equations are derived from this model using a numerical technique called the least-squares finite element method (LSFEM). These LSFEMs seek to minimize the squares of the governing equations and the associated side conditions residuals over the computational domain. The model is comprised of layerwise variables such as displacements, out-of-plane stresses, and in- plane strains, treated as independent variables. Numerical results are presented to demonstrate the response of the laminated composite plates under various arbitrary boundary conditions using LSFEM and compared with the 3D elasticity solution available in the literature. 展开更多
关键词 Multilayered Composite and Sandwich Plate Transverse Stress continuity condition Arbitrary boundary condition Layerwise Theory Least-Squares Formulation
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矩形外伸板的弹性分析
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作者 于政文 郭浩 谢里阳 《东北大学学报(自然科学版)》 EI CAS CSCD 北大核心 2006年第4期442-445,共4页
对于具有复杂边界条件的矩形外伸板,在弹性薄板理论中是一个较难解决的问题.使用了变相的或广义简支边的概念,将四周简支局部作用分布载荷矩形板的解、四周简支一边作用分布弯矩矩形板的解及各种具有广义简支边的矩形板的解进行叠加,并... 对于具有复杂边界条件的矩形外伸板,在弹性薄板理论中是一个较难解决的问题.使用了变相的或广义简支边的概念,将四周简支局部作用分布载荷矩形板的解、四周简支一边作用分布弯矩矩形板的解及各种具有广义简支边的矩形板的解进行叠加,并应用边界连续性条件,令这样的解满足所有边界条件,得到了任意载荷作用下矩形外伸板的解析解.作为算例,具体求解了外伸部分作用均布载荷的矩形外伸板,并与有限元结果进行了比较.所采用的方法,对于求解具有复杂边界条件板的解析解十分有效. 展开更多
关键词 解析解 矩形外伸板 弹性分析 协调条件 广义简支边 叠加法
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