

Type of Document Dissertation Author Setoodeh, Shahriar Author's Email Address shahriar@vt.edu URN etd-10062005-140818 Title Optimal Design of Variable-Stiffness Fiber-Reinforced Composites Using Cellular Automata Degree PhD Department Engineering Science and Mechanics Advisory Committee
Advisor Name Title Gürdal, Zafer Committee Chair Batra, Romesh C. Committee Member Hyer, Michael W. Committee Member Jones, Robert M. Committee Member Watson, Layne T. Committee Member Keywords
- lamination parameters
- Compliance Design
- Cellular Automata
- Tow-placed laminates
Date of Defense 2005-09-21 Availability unrestricted Abstract The growing number of applications of composite materials inaerospace and naval structures along with advancements in
manufacturing technologies demand continuous innovations in the
design of composite structures. In the traditional design of
composite laminates, fiber orientation angles are constant for each
layer and are usually limited to 0, 90, and ±45 degrees. To
fully benefit from the directional properties of composite
laminates, such limitations have to be removed. The concept of
variable-stiffness laminates allows the stiffness properties to vary
spatially over the laminate. Through tailoring of fiber orientations
and laminate thickness spatially in an optimal fashion, mechanical
properties of a part can be improved. In this thesis, the optimal
design of variable-stiffness fiber-reinforced composite laminates is
studied using an emerging numerical engineering optimization scheme
based on the cellular automata paradigm.
A cellular automaton (CA) based design scheme uses local update
rules for both field variables (displacements) and design variables
(lay-up configuration and laminate density measure) in an iterative
fashion to convergence to an optimal design. In the present work,
the displacements are updated based on the principle of local
equilibrium and the design variables are updated according to the
optimality criteria for minimum compliance design. A closed form
displacement update rule for constant thickness isotropic continua
is derived, while for the general anisotropic continua with variable
thickness a numeric update rule is used.
Combined lay-up and topology design of variable-stiffness flat
laminates is performed under the action of in-plane loads and
bending loads. An optimality criteria based formulation is used to
obtain local design rules for minimum compliance design subject to a
volume constraint. It is shown that the design rule splits into a
two step application. In the first step an optimal lay-up
configuration is computed and in the second step the density measure
is obtained. The spatial lay-up design problem is formulated using
both fiber angles and lamination parameters as design variables. A
weighted average formulation is used to handle multiple load case
designs. Numerical studies investigate the performance of the
proposed design methodology. The optimal lay-up configuration is
independent of the lattice density with more details emerging as the
density is increased. Moreover, combined topology and lay-up designs
are free of checkerboard patterns.
The lay-up design problem is also solved using lamination parameters
instead of the fiber orientation angles. The use of lamination
parameters has two key features: first, the convexity of the
minimization problem guarantees a global minimum; second, for both
in-plane and bending problems it limits the number of design
variables to four regardless of the actual number of layers, thereby
simplifying the optimization task. Moreover, it improves the
convergence rate of the iterative design scheme as compared to using
fiber angles as design variables. Design parametrization using
lamination parameters provides a theoretically better design,
however, manufacturability of the designs is not certain. The cases
of general, balanced symmetric, and balanced symmetric with equal
thickness layers are studied separately. The feasible domain for
laminates with equal thickness layers is presented for an increasing
number of layers. A restricted problem is proposed that maintains
the convexity of the design space for laminates with equal thickness
layers. A recursive formulation for computing fiber angles for this
case is also presented.
On the computational side of the effort, a parallel version of the
present CA formulation is implemented on message passing
multiprocessor clusters. A standard parallel implementation does not
converge for an increased number of processors. Detailed analysis
revealed that the convergence problem is due to a Jacobi type
iteration scheme, and a pure Gauss-Seidel type iteration through a
pipeline implementation completely resolved the convergence problem.
Timing results giving the speedup for the pipeline implementation
were obtained for up to 260 processors.
This work was supported by Grant NAG-1-01105 from NASA Langley
Research Center. Special thanks to our project monitor Dr. Damodar
R. Ambur for his technical guidance.
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