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Sinusoidal imperfection amplification of a column
(
y
m
a
x
=
Y
/
(
1
−
F
/
F
c
)
)
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0
)
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Continuum mechanics
Elasticity (physics)
Linear elasticity
Euler-Bernoulli beam equation
Euler's critical load
Initially curved compressed beam
2026-10-20
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With
y
0
=
Y
sin
(
π
x
/
L
)
and
F
c
=
π
2
E
I
/
L
2
, the equilibrium branch connected to zero load has
y
=
Y
sin
(
π
x
/
L
)
/
(
1
−
F
/
F
c
)
. The
pole
as
F
approaches
F
c
marks breakdown of the small-deflection
model
, not
a
physically infinite beam deflection.
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(9)
Initially curved compressed beam
Euler's critical load
Euler-Bernoulli beam equation
Linear elasticity
Elasticity (physics)
Continuum mechanics
Branches of physics
Physics
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Past exam of the physics B course of the University of Cambridge
/
2016
/
Paper 1
/
Section C
/
C12
/
Solution
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