Meshless local Petrov-Galerkin method for stress and crack analysis in 3-D axisymmetric FGM bodies

被引:0
|
作者
Sladek, J [1 ]
Sladek, V
Krivacek, J
Zhang, C
机构
[1] Slovak Acad Sci, Inst Construct & Architecture, Bratislava 84503, Slovakia
[2] Univ Siegen, Dept Civil Engn, D-57068 Siegen, Germany
来源
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES | 2005年 / 8卷 / 03期
关键词
meshless method; local weak-form; unit step function; moving least-squares approximation; Laplace-transform; functionally graded materials (FGMs); transient elastodynamics; crack problems;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A meshless method based on the local Petrov-Galerkin approach is presented for stress analysis in three-dimensional (3-d) axisymmetric linear elastic solids with continuously varying material properties. The inertial effects are considered in dynamic problems. A unit step function is used as the test functions in the local weak-form. It is leading to local boundary integral equations (LBIEs). For transient elastodynamic problems the Laplace-transform technique is applied and the LBIEs are given in the Laplace-transformed domain. Axial symmetry of the geometry and the boundary conditions for a 3-d linear elastic solid reduces the original 3-d boundary value problem into a 2-d problem. The geometry of subdomains is selected as a toroid with a circular cross section in the considered (x(1),x(3))-plane. The final form of the local integral equations has a pure contour-integral character only in elastostatic problems. In elastodynamics an additional domain-integral is involved due to inertia terms. The moving least-squares (MLS) method is used for the approximation of physical quantities in LBEEs.
引用
收藏
页码:259 / 270
页数:12
相关论文
共 50 条
  • [21] Meshless local petrov-galerkin method for linear coupled thermoelastic analysis
    Institute of Construction and Architecture, Slovak Academy of Sciences, 84503 Bratislava, Slovakia
    不详
    不详
    CMES Comput. Model. Eng. Sci., 2006, 1 (57-68):
  • [22] BEARING CAPACITY ANALYSIS USING MESHLESS LOCAL PETROV-GALERKIN METHOD
    Muzik, Juraj
    CIVIL AND ENVIRONMENTAL ENGINEERING, 2014, 10 (01) : 69 - 78
  • [23] Meshless local Petrov-Galerkin method for linear coupled thermoelastic analysis
    Sladek, J.
    Sladek, V.
    Zhang, Ch.
    Tan, C. L.
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2006, 16 (01): : 57 - 68
  • [24] Numerical Analysis of Mindlin Shell by Meshless Local Petrov-Galerkin Method
    Di Li
    Zhongqin Lin
    Shuhui Li
    Acta Mechanica Solida Sinica, 2008, 21 : 160 - 169
  • [25] Numerical analysis of Mindlin shell by meshless local Petrov-Galerkin method
    Li, Di
    Lin, Zhongqin
    Li, Shuhui
    ACTA MECHANICA SOLIDA SINICA, 2008, 21 (02) : 160 - 169
  • [26] Meshless natural neighbour Petrov-Galerkin method for axisymmetric dynamic problems
    School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang
    330013, China
    J Vib Shock, 3 (61-65):
  • [27] Analysis of elastodynamic deformations near a crack/notch tip by the meshless local Petrov-Galerkin (MLPG) method
    Batra, RC
    Ching, HK
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2002, 3 (06): : 717 - 730
  • [28] Dynamic elastoplastic analysis of axisymmetric structures by the meshless natural neighbour Petrov-Galerkin method
    Chen S.
    Xiao S.
    Zhou S.
    1600, Chinese Vibration Engineering Society (40): : 204 - 208
  • [29] Improving the Mixed Formulation for Meshless Local Petrov-Galerkin Method
    Fonseca, Alexandre R.
    Correa, Bruno C.
    Silva, Elson J.
    Mesquita, Renato C.
    IEEE TRANSACTIONS ON MAGNETICS, 2010, 46 (08) : 2907 - 2910
  • [30] A meshless local Petrov-Galerkin method for geometrically nonlinear problems
    Xiong, YB
    Long, SY
    Hu, DA
    Li, GY
    ACTA MECHANICA SOLIDA SINICA, 2005, 18 (04) : 348 - 356