2007
DOI: 10.1016/j.enganabound.2007.02.003
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A meshless local natural neighbor interpolation method for two-dimension incompressible large deformation analysis

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Cited by 14 publications
(4 citation statements)
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“…where S is the flexibility matrix, S = D −1 , and D is shown in (10) and (11); (⋅) 0 give the values of every variation in the initial state;Ḟ is the body force column vector; andṪ is the surface force column vector.…”
Section: Incremental Hybrid Natural Elementmentioning
confidence: 99%
See 1 more Smart Citation
“…where S is the flexibility matrix, S = D −1 , and D is shown in (10) and (11); (⋅) 0 give the values of every variation in the initial state;Ḟ is the body force column vector; andṪ is the surface force column vector.…”
Section: Incremental Hybrid Natural Elementmentioning
confidence: 99%
“…Ding et al [10] formatted elastoplasticity natural element method and calculated actual engineering problems. Hehua et al [11] utilized the meshless local natural neighbor interpolation method (MLNNIM) to solve problems of two-dimensional elastoplastic large deformation. In recent years, with the development of the numerical methods, other meshless methods [12][13][14] have been used to solve the elastoplasticity problems.…”
Section: Introductionmentioning
confidence: 99%
“…NURBS-based finite element isogeometric analysis introduced by Hughes et al [25] is able to describe exactly geometry with curved boundary. Meshfree approach [26][27][28] in which the mesh connect data point condition is released is also powerful in simulating the geometry of complex objects containing cracks.…”
Section: Introductionmentioning
confidence: 99%
“…27. External cables have been added to the representation, although their flexibility is not considered in order to 7.2.…”
Section: B 3d Modelsmentioning
confidence: 99%