This paper deals with the double curvature bending of variable arc-length elasticas under two applied moments at fixed support locations. One end of the elastica is held while the other end portion of the elastica may slide freely on a frictionless support at a prescribed distance from the held end. Thus, the variable deformed length of the elastica between the end support and the frictionless support depends on the relative magnitude of the applied moments. To solve this difficult and highly nonlinear problem, two approaches have been used. In the first approach, the elliptic integrals are formulated based on the governing nonlinear equation of the problem. The pertinent equations obtained from applying the boundary conditions are then solved iteratively for solution. In the second approach, the shooting-optimization method is employed in which the set of governing differential equations is numerically integrated using the Runge-Kutta algorithm and the error norm of the terminal boundary conditions is minimized using a direct optimization technique. Both methods furnish almost the same stable and unstable equilibrium solutions. An interesting feature of this kind of bending problem is that the elastica can form a single loop or snap-back bending for some cases of the unstable equilibrium configuration.

1.
Byrd, P. F., and Friedman, M. D., 1971, Handbook of Elliptic Integrals for Engineers and Scientists, 2nd Ed., Springer-Verlag, Berlin.
2.
Conway
H. D.
,
1974
, “
The large deflection of a simply supported beam
,”
Phil. Mag., Series 7
, Vol.
38
, pp.
905
911
.
3.
Chucheepsakul
S.
,
Bunchareon
S.
, and
Wang
C. M.
,
1994
, “
Large deflection of beams under moment gradient
,”
J. Engrg. Mech., ASCE
, Vol.
120
, pp.
1848
1860
.
4.
Chucheepsakul
S.
,
Bunchareon
S.
, and
Huang
T.
,
1995
, “
Elastica of simple variable-arc-length beam subjected to an end moment
,”
J. Engrg. Mech., ASCE
, Vol.
121
, pp.
767
772
.
5.
Chucheepsakul
S.
,
Theppitak
G.
, and
Wang
C. M.
,
1996
, “
Large deflection of simple variable-arc-length beam subjected to a point load
,”
Struct. Engrg. & Mech.
, Vol.
4
, No. 1. pp.
49
59
.
6.
Chucheepsakul
S.
, and
Huang
T.
,
1997
a, “
Finite-element solution of variable-arc-length beams under a point load
,”
J. Struct. Engrg., ASCE
, Vol.
123
, No. 7, pp.
968
970
.
7.
Chucheepsakul
S.
,
Theppitak
G.
, and
Wang
C. M.
,
1997
b, “
Exact solutions of variable-arc-length elasticas under moment gradient
,”
Struct. Engrg. & Mech.
, Vol.
5
, No. 5, pp.
529
539
.
8.
Golley
B. W.
,
1997
, Discussion on “
Elastica of simple variable-arc-length beam subjected to end moment
,”
J. Engrg. Mech., ASCE
, Vol.
123
, No. 1, pp.
93
94
.
9.
Gospodnetic
D.
,
1959
, “
Deflection Curve of a Simply Supported Beam
,”
ASME JOURNAL OF APPLIED MECHANICS
, Vol.
26
, pp.
675
676
.
10.
Hartono
W.
,
1997
, Discussion on “
Elastica of simple variable-arc-length beam subjected to end moment
,”
J. Engrg. Mech., ASCE
, Vol.
123
, No. 1 pp.
92
93
.
11.
Kempf, J., 1987, Numerical Solfware Tools in C, Prentice-Hall, Englewood Criffs, NJ, pp. 178–180.
12.
Nelder
J. A.
, and
Mead
R.
,
1965
, “
A simplex method for function minimization
,”
Comp. J.
, Vol.
7
, pp.
308
313
.
13.
Press, W. H., Teukolsky, S. A., Vettering, W. T., and Flannery, B. P., 1992, Numerical Recipes in Fortran, 2nd Ed., Cambridge University Press, pp. 708–716, 372–381, 401–406.
14.
Schile
R. D.
, and
Sierakowski
R. L.
,
1967
, “
Large deflection of a beam loaded and supported at two points
,”
Int. J. Non-linear Mech.
, Vol.
2
, pp.
61
68
.
15.
Wang
C. M.
,
Lam
K. Y.
,
He
X. Q.
, and
Chucheepsakul
S.
,
1997
, “
Large deflections of an end supported beam subjected to a point load
,”
Int. J. Nonlinear Mechanics
, Vol.
31
, No. 1, pp.
63
72
.
16.
Wang
T. M.
,
1968
, “
Nonlinear bending of beams with concentrated loads
,”
J. of Franklin Institute
, Vol.
285
, pp.
386
390
.
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