Research Interests
My current research interests lie in the general area of
computational mechanics, with particular emphasis on the numerical modeling of
the evolving discontinuities and interfaces with the eXtended Finite Element
Method (X-FEM) combined with the Level Set Method. My first experience with
X-FEM is to solve the phase transformation problem and model the dendrite growth
phenomena. My recent work has been focused on the numerical modeling of
hyperelastic biphasic materials with an evolving sharp interface.
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Education
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Duke University, Department of Civil and Environmental Engineering,
Durham, NC
Ph.D. Computational Mechanics, expected September 2004, advisor Dr.
John Dolbow |
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Shanghai Jiaotong University, Shanghai, China
M.S. Sturctural Mechanics, 2000
Thesis:"Analysis of Ultimate Strength of Corrugated Bulkhead on Bulk
Carriers"
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Shanghai Jiaotong University, Shanghai, China
B.S. Naval Architecture, 1997
Thesis:"Dynamic Buckling of
Composite Laminated Columns under Impact Loading"
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Honors and Affiliations
American Society of Civil Engineering (ASCE) member (2000-present), National Science Foundation funding (2003-2004) .
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Research/Teaching Experience
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Duke University, Department of Civil and Environmental Engineering,
Durham, NC Research Assistant, 2000-present |
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Duke University, Durham, NC
Teaching Assistant, 2003 Spring, EGR25
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Duke University, Durham, NC
Teaching Assistant, 2001 Fall, CEE250
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Shanghai Jiaotong University, Shanghai, China
Research Assistant, 1997-2000
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Presentations
 | "Numerical Approaches for Modeling the Swelling Behavior of Hydrogels",
presented at the 7th United States National Congress of Computational
Mechanics (USNCCM7), July 28-30, 2003  |
 | "Modeling
Phase Transformations with the eXtended Finite Element Method",
presented at the Graduate Colloquium, April 2, 2001  |
 | "Introduction
to the X-FEM and Comparison
of Approaches used to Satisfy the Interface Conditions",
presented at the computational mechanics group meeting, September 28,
2001  |
 | "Modeling
of the Swelling Behavior of Hydrogels using X-FEM", presented
as the final project for CEE255, November 27, 2001  |
 | "Modeling the
Inclusions in the Hyperelastic Material using the X-FEM",
presented as the final project for CEE265, April 25, 2001  |
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Publications
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H. Ji, D.Chopp, and J.E. Dolbow, "A
Hybrid Extended Finite Element / Level Set Method for Modeling Phase
Transformations", International Journal for
Numerical Methods in Engineering, Volume 54, Number 8, pp. 1209-1233,
(2002)
Abstract
A hybrid numerical method for modeling the evolution of sharp
phase interfaces on a fixed grid is presented. We focus attention on
two-dimensional solidification problems, where the temperature field
evolves according to classical heat conduction in two subdomains
separated by a moving freezing front. The enrichment strategies of the
eXtended Finite Element Method (X-FEM) are employed to represent the
jump in the temperature gradient that governs the velocity of the
phase boundary. A new approach with the X-FEM is suggested for this
class of problems whereby the partition of unity is constructed with
C^1(\Omega) polynomials and enriched with a C^0(\Omega) function. This
approach leads to jumps in temperature gradient occurring only at the
phase boundary, and is shown to significantly improve estimates for
the front velocity. Temporal derivatives of the temperature field in
the vicinity of the phase front are obtained with a projection that
employs discontinuous enrichment. In conjunction with a finer finite
difference grid, the Level Set Method is used to represent the
evolution of the phase interface. An iterative procedure is adopted to
satisfy the constraints on the temperature field on the phase
boundary. The robustness and utility of the method is demonstrated
with several benchmark problems of phase transformations.
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 | D. Wang and H.Ji, "Dynamic Buckling of
Composite Laminated Columns under Impact Loading", Journal
of Vibration and Shock Contents, Volume 17, Number 4, pp. 45-48,
(1998)
Abstract
The dynamic buckling of composite laminated columns impacted by a
striking mass is investigated. The buckling governing equation with
consideration of lateral shear effect is solved by finite difference
method. The influence of striking mass, initial deflection, stress
wave, lateral shear deformation on the critical impact velocity and
buckling mode is mainly studied.
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