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International Journal of Mechanical Sciences
journal homepage: www.elsevier.com/locate/ijmecsci
Accurate Eigenvector-based generation and computational insights of
Mindlin's plate modeshapes for twin frequencies
Nabanita Datta
⁎
, Yogesh Verma
Indian Institute of Technology, Kharagpur, India
ARTICLE INFO
Keywords:
Plate vibration
Modeshapes
Eigenvectors
Nodal patterns
Trial functions
ABSTRACT
A semi-analytical approach to understand the manifestation of plate modeshapes associated with twin
frequencies has been presented. Square Mindlin’s plate, clamped on all sides, has been considered here. It
highlights the importance of efficacy of the beam-wise trial functions in an energy-based plate vibration analysis
method, in terms of (a) accuracy, (b) orthogonality, (c) sense (plus/minus) and (d) interference. The
inconsistency in the modeshapes of repeated frequencies, seen extensively in literature, has been attempted to
be removed, through superior closed-form orthogonal set of Timoshenko admissible functions into the Rayleigh-
Ritz method. The constructive/destructive interferences of the admissible functions, which are the products of
the beam-wise modeshapes, give the final nodal patterns and the prominence of the anti-nodes. Also, the pairs of
‘very close’ but distinct frequencies, which were often considered as ‘numerical errors’, have been counter-
intuitively justified through their Eigenvectors, which are either symmetric or skew-symmetric in the matrix
form. Nodal patterns for CCCC plate modeshapes are accurately investigated; i.e. chess-board and diagonal nodal
patterns.
1. Introduction
Very little literature is available in the area of free vibration of
plates which mathematically study plate modeshapes through the
Eigenvectors of the Eigenvalue problem. Numerical and experimental
attempts have been made to visualize the plate modeshapes, with
limited success, in the first few frequencies only. Experimentally,
modeshapes of the duplicate frequencies are not distinguishable,
because they cannot co-exist simultaneously at a particular resonant
excitation frequency of the vibration shaker. In real life, creating the
exact classical clamped boundary condition can be a huge challenge,
which leads to the invocation of random frequencies corresponding to
plates with other undesired classical/non-classical boundary condi-
tions. The premise of this work is as follows :
•
What causes inaccuracies in plate modeshapes generated by numer-
ical techniques?
•
Why are plate modeshape often unpredictable in published litera-
ture?
•
Why do the duplicate frequencies have dissimilar modeshapes by
some numerical methods, while ‘very close’ pair of frequencies have
unpredictable modeshapes in some other numerical methods?
•
Why do duplicate frequencies produce different plate modeshapes
by numerical methods? This appears as a mathematical discrepancy.
Repeated roots of an Eigenvalue problem have different
Eigenvectors, but are they supposed to manifest different or
duplicate modeshapes?
•
How important is the efficacy of the beam-wise trial functions in an
energy-based plate vibration analysis method, in terms of (a)
accuracy, (b) orthogonality, (c) sense ( ± ), (d) interference?
•
Only the frequency magnitude is no indication of the energy spread
across the area of the plate. Frequency is the Eigenvalue, i.e. just a
number, which does not indicate the spatial configuration of the
vibration, which is important in dynamic stress analysis in various
engineering applications.
2. Literature review and Work overview
Ma and Huang [15] studied the modeshapes of a plate clamped on
all sides (CCCC plate), and reported the first 12 frequencies, compared
with FEA-based results. The experimental modeshape of the duplicate
frequencies (Mode# 6) does not match the numerical ones. Mode# 11
shows a chess-board configuration, while the experiment shows a shaky
diagonal nodal line. This questions the efficacy of either method, and
necessitates the establishment of a robust approach to generate the
accurate plate modeshapes.
http://dx.doi.org/10.1016/j.ijmecsci.2017.01.044
Received 22 September 2016; Received in revised form 20 January 2017; Accepted 26 January 2017
⁎
Corresponding author.
E-mail address: nabanitadatta@gmail.com (N. Datta).
International Journal of Mechanical Sciences 123 (2017) 64–73
Available online 29 January 2017
0020-7403/ © 2017 Published by Elsevier Ltd.
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