Affiliation:
1. Department of Physics, Clark University, Worcester, MA 01610, USA
2. Instituto de Física, Universidade Federal da Bahia, Salvador-BA 40170-115, Brazil
Abstract
We investigate with experiments the twist-induced transverse buckling instabilities of an elastic sheet of length
L
, width
W
and thickness
t
, that is clamped at two opposite ends while held under a tension
T
. Above a critical tension
T
λ
and critical twist angle
η
tr
, we find that the sheet buckles with a mode number
n
≥1 transverse to the axis of twist. Three distinct buckling regimes characterized as clamp-dominated, bendable and stiff are identified, by introducing a bendability length
L
B
and a clamp length
L
C
(<
L
B
). In the stiff regime (
L
>
L
B
), we find that mode
n
=1 develops above
η
tr
≡
η
S
∼(
t
/
W
)
T
−1/2
, independent of
L
. In the bendable regime
L
C
<
L
<
L
B
,
n
=1 as well as
n
>1 occur above
η
tr
≡
η
B
∼
t
/
L
T
−
1
/
4
. Here, we find the wavelength
λ
B
∼
L
t
T
−
1
/
4
, when
n
>1. These scalings agree with those derived from a covariant form of the Föppl-von Kármán equations, however, we find that the
n
=1 mode also occurs over a surprisingly large range of
L
in the bendable regime. Finally, in the clamp-dominated regime (
L
<
L
C
), we find that
η
tr
is higher compared to
η
B
due to additional stiffening induced by the clamped boundary conditions.
Subject
General Physics and Astronomy,General Engineering,General Mathematics
Reference44 articles.
1. Recherches théoriques et expérimentales sur la force de torsion;Coulomb CA;Mémoire de l’Académie des Sciences Paris,1784
2. Large buckled states of nonlinearly elastic rods under torsion, thrust, and gravity
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