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Featured researches published by Z. D. Han.


Tsinghua Science & Technology | 2005

Weakly-Singular Traction and Displacement Boundary Integral Equations and Their Meshless Local Petrov-Galerkin Approaches

Z. D. Han; Zhenhan Yao; Satya N. Atluri

The general meshless local Petrov-Galerkin (MLPG) weak forms of the displacement and traction boundary integral equations (BIEs) are presented for solids undergoing small deformations. Using the directly derived non-hyper-singular integral equations for displacement gradients, simple and straight-forward derivations of weakly singular traction BIEs for solids undergoing small deformations are also presented. As a framework for meshless approaches, the MLPG weak forms provide the most general basis for the numerical solution of the non-hyper-singular displacement and traction BIEs. By employing the various types of test functions, several types of MLPG/BIEs are formulated. Numerical examples show that the present methods are very promising, especially for solving the elastic problems in which the singularities in displacements, strains, and stresses are of primary concern.


Proceedings of the Sixth International Workshop | 2004

MLPG METHODS FOR DISCRETIZING WEAKLY SINGULAR BIES

Satya N. Atluri; Z. D. Han

The general Meshless Local Petrov-Galerkin (MLPG) type weak-forms of the displacement & traction boundary integral equations are presented, for solids undergoing small deformations. Using the directly derived non-hyper singular integral equations for displacement gradients, simple and straight-forward derivations of weakly singular traction BIEs for solids undergoing small deformations are also presented. As a framework for meshless approaches, the MLPG weak forms provide the most general basis for the numerical solution of the non-hyper-singular displacement and traction BIEs. By employing the various types of test functions, several types of MLPG/BIEs are formulated. Numerical examples show that the present methods are very promising, especially for solving the elastic problems in which the singularities in displacemens, strains, and stresses, are of primary concern.


Cmes-computer Modeling in Engineering & Sciences | 2006

Meshless Local Petrov-Galerkin (MLPG) Mixed Collocation Method For Elasticity Problems

Satya N. Atluri; H. T. Liu; Z. D. Han


Cmes-computer Modeling in Engineering & Sciences | 2004

Meshless Local Petrov-Galerkin (MLPG) approaches for solving 3D Problems in elasto-statics

Z. D. Han; Satya N. Atluri


Cmes-computer Modeling in Engineering & Sciences | 2004

A New Implementation of the Meshless Finite Volume Method, Through the MLPG "Mixed" Approach

Satya N. Atluri; Z. D. Han; A. M. Rajendran


Cmes-computer Modeling in Engineering & Sciences | 2006

The Applications of Meshless Local Petrov-Galerkin (MLPG) Approaches in High-Speed Impact, Penetration and Perforation Problems

Z. D. Han; H. T. Liu; A. M. Rajendran; Satya N. Atluri


Cmc-computers Materials & Continua | 2004

A MESHLESS LOCAL PETROV-GALERKIN (MLPG) APPROACH FOR 3-DIMENSIONAL ELASTO-DYNAMICS

Z. D. Han; Satya N. Atluri


Cmes-computer Modeling in Engineering & Sciences | 2006

Meshless Local Petrov-Galerkin (MLPG) Mixed Finite Difference Method for Solid Mechanics

Satya N. Atluri; H. T. Liu; Z. D. Han


Cmes-computer Modeling in Engineering & Sciences | 2002

SGBEM (for Cracked Local Subdomain) -- FEM (for uncracked global Structure) Alternating Method for Analyzing 3D Surface Cracks and Their Fatigue-Growth

Z. D. Han; Satya N. Atluri


Cmes-computer Modeling in Engineering & Sciences | 2005

Meshless Local Petrov-Galerkin (MLPG) Approaches for Solving Nonlinear Problems with Large Deformations and Rotations

Z. D. Han; A. M. Rajendran; Satya N. Atluri

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A. M. Rajendran

University of Mississippi

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Shengping Shen

Xi'an Jiaotong University

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