Geometric nonlinearities often complicate the analysis of systems containing large-deflection members. The time and resources required to develop closed-form or numerical solutions have inspired the development of a simple method of approximating the deflection path of end-loaded, large-deflection cantilever beams. The path coordinates are parameterized in a single parameter called the pseudo-rigid-body angle. The approximations are accurate to within 0.5 percent of the closed-form elliptic integral solutions. A physical model is associated with the method, and may be used to simplify complex problems. The method proves to be particularly useful in the analysis and design of compliant mechanisms.

1.
Bathe
K.-J.
, and
Bolourch
S.
,
1979
, “
Large Displacement Analysis of Three-Dimensional Beam Structures
,”
International Journal for Numerical Methods in Engineering
, Vol.
14
, pp.
961
986
.
2.
Bisshopp
K. E.
,
1973
, “
Approximations for Large Deflection of a Cantilever Beam
,”
Quarterly of Applied Mathematics
, Vol.
30
, No.
4
, Jan., pp.
521
526
.
3.
Bisshop
K. E.
, and
Drucker
D. C.
,
1945
, “
Large Deflection of Cantilever Beams
,”
Quarterly of Applied Mathematics
, Vol.
3
, No.
3
, pp.
272
275
.
4.
Burden, R. L., and Faires, J. D., 1985, Numerical Analysis, Prindle, Weber and Schmidt, Boston.
5.
Burns, R. H., and Crossley, F. R. E., 1966, “Structural Permutations of Flexible Link Mechanisms,” ASME Paper No. 66-Mech-5.
6.
Burns, R. H., and Crossley, F. R. E., 1968, “Kinetostatic Synthesis of Flexible Link Mechanisms,” ASME Paper No. 68-MECH-36.
7.
Byrd, P. F., and Friedman, M. D., 1954, Handbook of Elliptic Integrals for Engineers and Physicists, Springer-Verlag, Berlin.
8.
Frisch-Fay, R., 1962, Flexible Bars, Butterworth, Washington, D.C.
9.
Frisch-Fay
R.
,
1963
, “
Applications of Approximate Expressions for Complete Elliptic Integrals
,”
International Journal of Mechanical Sciences
, Vol.
5
, No.
3
, pp.
231
235
.
10.
Gorski, W., 1976, “A Review of Literature and a Bibliography on Finite Elastic Deflections of Bars,” Transactions of the Institution of Engineers, Australia, Civil Engineering Transactions, Vol. 18, No. 2, pp. 74–85.
11.
Greenhill, A. G., 1959, The Applications of Elliptic Functions, Dover Publications, Inc., New York, New York.
12.
Hancock, H., 1958, Elliptic Integrals, Dover Publications, Inc., New York, New York.
13.
Harrison
H. B.
,
1973
, “
Post-Buckling Analysis of Non-Uniform Elastic Columns
,”
International Journal for Numerical Methods in Engineering
, Vol.
7
, pp.
195
210
.
14.
Her, I., 1986, “Methodology for Compliant Mechanism Design,” Ph.D. Dissertation, Purdue University.
15.
Holman, J. P., 1989, Experimental Methods for Engineers, Fifth Edition, McGraw-Hill Book Company, New York, New York.
16.
Howell, L. L., 1991, “The Design and Analysis of Large-Deflection Members in Compliant Mechanisms,” M.S. Thesis, Purdue University.
17.
Howell, L. L., and Midha, A., 1993, “A Method for the Design of Compliant Mechanisms with Small-Length Flexural Pivots,” ASME Journal of Mechanical Design, in press.
18.
Lau
J. H.
,
1982
, “
Large Deflections of Beams with Combined Loads
,”
Journal of the Engineering Mechanics Division
, Proceedings of the ASCE, Vol.
108
, No. EMI, Feb., pp.
180
185
.
19.
Mattiasson
K.
,
1981
, “
Numerical Results from Large Deflection Beam and Frame Problems Analysed by Means of Elliptic Integrals
,”
International Journal for Numerical Methods in Engineering
, Vol.
17
, pp.
145
153
.
20.
Nahvi, H., 1991, “Static and Dynamic Analysis of Compliant Mechanisms Containing Highly Flexible Members,” Ph.D. Dissertation, Purdue University.
21.
Paul, B., 1979, Kinematics and Dynamics of Planar Machinery, Prentice-Hall, Inc., Englewood Cliffs, NJ.
22.
Rao, S. S., 1984, Optimization: Theory and Applications, Wiley Eastern Limited, New Delhi.
23.
Roark, R. J., and Young, W. C., 1982, Formulas for Stress and Strain, McGraw-Hill Book Company, New York, New York.
24.
Salamon, B. A., 1989, “Mechanical Advantage Aspects in Compliant Mechanisms Design,” M.S. Thesis, Purdue University.
25.
Shoup, T. E., and McLarnan, C. W., 1971, “On the Use of the Undulating Elastica for the Analysis of Flexible Link Devices,” ASME Journal of Engineering for Industry, Feb., pp. 263–267.
26.
Winter
S. J.
, and
Shoup
T. E.
,
1972
, “
The Displacement Analysis of Path Generating Flexible-Link Mechanisms
,”
Mechanisms and Machine Theory
, Vol.
7
, No.
4
, pp.
443
451
.
27.
Yang
T. Y.
,
1973
, “
Matrix Displacement Solution to Elastica Problems of Beams and Frames
,”
International Journal of Solids and Structures
, Vol.
9
, No.
7
, pp.
829
842
.
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