Step 1: In the study of the deflection of a cantilever
beam, the parameters involved are
the applied force (P), deflection (δ), modulus
of elasticity (E), beam radius (r) and beam length (l). A total of
5 parameters (n = 5) is involved in this problem.
Step 2: The basic dimensions involved are summarized
in the following table
Quantity |
Symbol |
MLT |
Applied Force |
P |
F |
Deflection |
δ |
L |
Modulus of Elasticity |
E |
FL-2 |
Beam Radius |
r |
L |
Beam Length |
I |
L |
Hence, 2 basic dimensions (k = 2) are involved in this problem.
Step 3: According to the Buckingham pi theorem, the
number of pi terms is 3 (n - k = 5 - 2 = 3).
Step 4: The next task is to determine the form of
the pi terms. Select the modulus of elasticity
(E) and beam radius (r) as the repeating parameters.
The pi terms are then given by:
Π1 =
PEa1rb1
Π2 = δEa2rb2
Π3 = lEa3rb3
The exponents of the first pi terms are determined as follows:
Π1 =
PEa1rb1 =
(F)(FL-2)a1(L)b1
=
F(1 + a1) L(-2a1 + b1)
In order for Π1 to be dimensionless:
F: 1 + a1 = 0
a1
= -1
L: -2a1 +
b1 = 0
b1
= 2(-1) = -2
Hence, Π1 is determined to be P/Er2.
By inspection, the second and third pi terms are given by (a2
= 0, b2 = -1, a3 = 0 and b3 = -1):
Π2 =
δ/r
Π3 =
l/r
Hence according to the dimensional analysis, the important parameters are
δ/r = function(P/Er2, l/r)
Note: According to the beam bending theory, the deflection of a circular beam is given by
Recast the above equation in terms of the dimensionless parameters to yield
which is in agreement with the results obtained from dimensional analysis.
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