University of Texas San Antonio - Anthropology
Engineer in Training (EIT)
Texas Board of Professional Engineers
United States Air Force Master Instructor
Unites States Air Force
Doctor of Philosophy (PhD)
Mechanical Engineering
The University of Texas at San Antonio
(3.89 GPA)
Master of Science (MS)
Masters Thesis: “A Complex Finite Element Method to Compute Accurate Weight Functions”
Mechanical Engineering
The University of Texas at San Antonio
(3.21 GPA)
Bachelor’s Degree
Civil Engineering
Tau Beta Pi
The University of Texas at San Antonio
Magna Cum Laude (3.83 GPA)
Associate’s Degree
Applied Science
Bioenvironmental Engineering Technology
Community College of the Air Force
Matlab
Finite Element Analysis
Simulations
Fortran
LaTeX
Data Analysis
Algorithms
Mathematical Modeling
C
Numerical Analysis
2D weight function development using a complex Taylor series expansion method
Harry Millwater
Weight functions are a critical component of a damage tolerance fracture control planthat they allow the stress intensity factor to be computed quickly from the stress along the uncracked crack line. The traditional method to compute weight functions is to use several (2–4) reference stress solutions or auxiliary conditions to develop the coefficients inseries solution. While this method has been shown to provide good results in many scenarios
the truncated series provides a source of error that is difficult to quantify and the method requires multiple high-quality reference solutions or other auxiliary information. In contrast
the WCTSE method presented here
provides a method to accurately and efficiently develop the weight function for an arbitrary geometry and loading scenario fromsingle complex variable finite element solution without other reference solutions or auxiliary information. The complex Taylor series expansion method is used within the finite element formulation to obtain the derivatives of the crack opening displacements with respect to crack length directly from the finite element analysis. These derivatives allow the direct evaluation of the weight function. The method requires a small perturbation of the crack length along the imaginary axis; the real coordinate mesh is unaltered. Since the real coordinate mesh is unaltered
standard finite element meshes and meshing algorithms can be used. Given that the error in the weight function is controlled by the accuracy of the mesh
typical convergence tests can be used to obtain high confidence in the weight functions. Several numerical examples are computed and compared to other well known published weight function solutions or finite element (J integral) or boundary element solutions.
2D weight function development using a complex Taylor series expansion method
Andrew Baines
Harry Millwater
Engineering Fracture Mechanics
The WCTSE (Weight function Complex Taylor Series Expansion) method was recently proposed as a new method for generating 2D weight functions. WCTSE uses a complex variable finite element formulation (ZFEM) to directly compute the derivative of the crack opening displacement with respect to crack length needed for 2D weight functions. The original WCTSE method is further refined in this manuscript through two significant advancements: (1) the methodology has been implemented in the Abaqus commercial finite element program through the use of a user element
and (2) the complex Taylor series expansion method is also used to compute the energy release rate directly from the complex variable finite element analysis; therefore
an independent reference solution for the stress intensity factor is not required. The mode I weight function for a through crack approaching a hole is computed using Abaqus and verified against explicit J-integral results. The results are shown to be very accurate.
Improved WCTSE method for the generation of 2D weight functions through implementation into a commercial finite element code
Arturo Montoya
Harry Millwater
The complex-valued finite element method
ZFEM
is proposed as a new virtual crack extension method to compute the energy release rate. The energy release rate is computed as a numerical derivative of the strain energy with respect to a crack extension using the complex Taylor series expansion method (CTSE). This is accomplished using a finite element method with complex nodal coordinates and extending the crack by a very small quantity along the imaginary directions of the complex nodal coordinates. The resulting finite element formulation becomes complex valued with the imaginary component of the strain energy containing the energy release rate. This method retains the conceptual simplicity of numerical differentiation but eliminates numerical issues regarding perturbation of the crack size. Both two- and three-dimensional examples are provided. Numerical examples indicate that the energy release rate computed using ZFEM is of the same accuracy as the domain-based J integral formulation. The method is very general and can be applied to self-similar or non-self-similar crack extensions.
A virtual crack extension method to compute energy release rates using a complex variable finite element method
David
Wagner
United States Air Force
The Kevric Company
The University of Texas at San Antonio
Finite Element Method (FEM) research
developing and testing new algorithms
programming in Fortran
MatLab/Octave
and Python
custom Abaqus methods.
The University of Texas at San Antonio
Active Duty
Bioenvironmental Engineering Technician: monitoring compliance with environmental protection
industrial hygiene
workplace safety; last four years as a teacher/trainer (Master Instructor).
United States Air Force
Internet Application Developer
Developed internet
database
and office automation software for an engineering firm
The Kevric Company
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