摘要
利用逆多元二次径向基函数无网格配点法对Reddy的高阶剪切变形理论进行离散,计算了四边简支承受正弦分布横向载荷复合材料层合板的无量纲应力和最大挠度,分析了节点分布方式和密度对计算结果的影响。数值算例表明:逆多元二次径向基函数在复合材料层合板静力分析方面具有较高的精度。
Higher-order shear deformation theories of Reddy discretized by a mesh-free collocation method based on the inverse multiquadric radial basis function are used to calculate the non-dimensional stress and maximum deflection for simply supported laminated composite plates under sinusoidal transverse load. The influence of node distribution mode and density on the results is analyzed. Through numerical experiments, the high numerical accuracy of the inverse multiquadric radial basis function for static analysis of laminated composite plates is demonstrated.
出处
《工程力学》
EI
CSCD
北大核心
2009年第11期167-171,共5页
Engineering Mechanics
基金
沈阳航空工业学院青年教师自选课题基金项目(200808Y)
关键词
逆多元二次径向基函数
高阶剪切变形理论
复合材料层合板
静力分析
无网格
inverse multiquadric radial basis functions
higher-order shear deformation theory
laminatedcomposite plates
static analysis
mesh-free