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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 81
PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: B.H.V. Topping
Paper 178
A Methodology for Minimum Weight Optimal Design of Fibre-Reinforced Laminated Structures Accounting for Manufacturing Uncertainties M. Walker and R. Hamilton
Centre for Advanced Materials, Design & Manufacture Research, Durban Institute of Technology, South Africa Full Bibliographic Reference for this paper
M. Walker, R. Hamilton, "A Methodology for Minimum Weight Optimal Design of Fibre-Reinforced Laminated Structures Accounting for Manufacturing Uncertainties", in B.H.V. Topping, (Editor), "Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 178, 2005. doi:10.4203/ccp.81.178
Keywords: methodology, laminated structures, manufacturing tolerances, optimal design, minimum weight.
Summary
A methodology to design symmetrically laminated structures under transverse
loads for minimum mass with manufacturing uncertainty in the ply angle, is
described. The ply angle and the ply thickness are the design variables, and
the Tsai-Wu failure criteria is the design constraint used. The
finite element method, based on Mindlin plate and shell theory, is
implemented, and thus effects like bending-twisting coupling are accounted
for. In order to demonstrate the procedure, laminated plates with varying
aspect ratio and boundary conditions are optimally designed and compared.
Optimal Design Problem and Solution Procedure
The objective of the design problem is to minimise the mass of the
plate, with manufacturing uncertainty in the layup angle |
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When composite laminates are manufactured, the desired fibre orientation in
different plies may deviate from their intended design values by a few
degrees [1,2]. These deviations are referred to as manufacturing tolerances.
Assume that for the interval
, a manufacturing
tolerance in the layup angle
is incurred. For example,
there may be a maximum variation band of
or
, with
In order to
illustrate the problem, consider the following scenario: assume a
manufacturer incurs the following maximum tolerances,
and
; viz. when trying to achieve the value
, the actual
value that results is
. Figure
1 shows the effect of the tolerance on the minimum required plate
thicknesses for a (CCCC) laminated plate with four symmetric layers of equal
thickness and with
. There are three trendlines given, and these represent the nominal layer
thickness along with the upper and lower bands. The design problem becomes one of determining
the value of
at which the layer thickness is minimized thus
reducing the weight of the laminate, with the tolerances accounted for,
which effectively becomes one of determining the value of
for
which the trend described by the upper composite line in Figure 178.1 is
minimised. The effect of manufacturing tolerances on the optimal lay-up orientation
for this plate is 51.43
, which
corresponds to a plate thickness of 10.89 mm. The optimal values for the
nominal case are 48.84
and 10.10 mm. It is apparent from this example
that the values of the actual optimal results are different from those of
the nominal, and that if we were to ignore the manufacturing tolerances and
choose 48.84
as the optimal fibre orientation, the corresponding
minimum thickness required could be as high as 11.32mm (viz. the value at
48.84
- 7
), which is 12% more than the optimal value.
The optimization procedure thus involves the stages of determining the
minimum layer thickness required for a given ,
and
to satisfy the constraint, selecting the greatest of the three values,
and improving the fibre orientation to minimise the greatest value. Thus,
the computational solution consists of successive stages of analysis and
optimization until convergence is obtained and the optimal angle
and layer thickness
is determined within specified
accuracy.
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