2007
DOI: 10.1590/s1678-58782007000100010
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The weak patch test for nonhomogeneous materials modeled with graded finite elements

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Cited by 17 publications
(6 citation statements)
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References 60 publications
(49 reference statements)
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“…The quadrilateral elements, like the linear Q4 and quadratic Q8 types, perform more than the classical elements and provide a good argument with analytical solutions. Paulino and Kim [19] used finite elements with graded properties to analyse the consistency and stability of FGM by weak patch test and using graded quadrature elements Q4, Q8, and Q9 for axisymmetric problems. The previous study discussed the effect of these elements on the analysis.…”
Section: Formulation Of Rmq-7 Elementmentioning
confidence: 99%
“…The quadrilateral elements, like the linear Q4 and quadratic Q8 types, perform more than the classical elements and provide a good argument with analytical solutions. Paulino and Kim [19] used finite elements with graded properties to analyse the consistency and stability of FGM by weak patch test and using graded quadrature elements Q4, Q8, and Q9 for axisymmetric problems. The previous study discussed the effect of these elements on the analysis.…”
Section: Formulation Of Rmq-7 Elementmentioning
confidence: 99%
“…Values of the FGM properties at each Gaussian integration point can be defined by interpolation from the element nodal values. Therefore, the Young's modulus E(G)(y) and Poisson's ratio ν(G)(y) at Gaussian integration points are, respectively given by 59 where NIP is the number of Gaussian integration points, Ni E and Ni ν are appropriate element isoparametric shape functions corresponding to Ei and νi, which may be different from each other. Ei and νi are, respectively the values of Young's modulus and Poisson's ratio corresponding to nodal point i .…”
Section: The Fgm Model and Isoparametric Graded Finite Element Formulmentioning
confidence: 99%
“…This technique leads to a highly accurate results and is widely employed to model the behavior of FGMs. 39,[57][58][59][60][61] The second technique is the CHFE formulation, in which the material properties are specified at the centroid of each finite element. This implies that the material property distribution is constant over a given finite element and, consequently, this approach may lead to distinct discontinuities in the material properties.…”
Section: The Fgm Model and Isoparametric Graded Finite Element Formulmentioning
confidence: 99%
“…Young's modulus) change in each finite element, greatly impacts the accuracy of FEA solutions [45]. A material threshold is proposed to evaluate the validity of meshes of heterogeneous materials.…”
Section: General Adaptive Meshing Schemementioning
confidence: 99%