用于分析功能梯度材料夹层曲面壳的节点积分增强型无网格方法

IF 3.2 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Forces in mechanics Pub Date : 2024-10-23 DOI:10.1016/j.finmec.2024.100292
Thien Tich Truong, Binh Khanh Ngo, Nha Thanh Nguyen, Vay Siu Lo
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引用次数: 0

摘要

本文针对无网格径向点插值法(RPIM)提出了一种节点积分技术--子域稳定保形积分(SSCI),并将其应用于功能梯度材料(FGM)夹层曲面壳的静态和模态分析。本研究考虑了具有不同芯材和面片的 FGM 夹层曲面壳体,而感兴趣的曲面壳体则采用一阶剪切变形理论。计算平衡方程中刚度矩阵和质量矩阵的数值积分技术是 SSCI,它是一种带有应变平滑的稳定节点积分,以保持数值结果的精度和稳定性。由于 RPIM 形状函数能够满足 Kronecker delta 特性,因此本研究采用 RPIM 形状函数对场变量和曲面壳的几何形状进行插值,这在无网格方法中是一个罕见的优点。本研究对带有各种夹层 FGM 的不同几何形状的曲面壳进行了静态和模态分析。通过几个数值示例,展示并讨论了无网格 RPIM 中 SSCI 技术的精度和效率。
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Enhanced meshfree method with nodal integration for analysis of functionally graded material sandwich curved shells
This paper presents a nodal integration technique, the sub-domain stabilized conforming integration (SSCI), for the meshfree radial point interpolation method (RPIM) applied to the static and modal analysis of functionally graded material (FGM) sandwich curved shells. FGM sandwich shells with different kinds of core and face sheets are considered in this work while the interested curved shell is formulated by the first-order shear deformation theory. The numerical integration technique to compute the stiffness and mass matrices in the equilibrium equation is the SSCI, which is a stabilized nodal integration with strain smoothing to preserve the accuracy and stability of the numerical results. The RPIM shape functions are utilized in this study for interpolating both the field variables and the geometry of the curved shell due to their ability to satisfy the Kronecker delta property, a rare advantage among meshfree methods. The static and modal analysis of different geometry curved shells with various sandwich FGMs are conducted. Through several numerical examples, the accuracy and efficiency of the SSCI technique in the meshfree RPIM are demonstrated and discussed.
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来源期刊
Forces in mechanics
Forces in mechanics Mechanics of Materials
CiteScore
3.50
自引率
0.00%
发文量
0
审稿时长
52 days
期刊最新文献
Enhanced meshfree method with nodal integration for analysis of functionally graded material sandwich curved shells Improved eight-node non-conforming hexahedral element for structures of various shapes A Euler-lagrange Model of dynamic internal friction Static bending analysis of BDFG nanobeams by nonlocal couple stress theory and nonlocal strain gradient theory Response of circular type sandwich panel using JUCO-glass fiber with PU foam under three-point bending loading
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