Daology: Complementarity
 
   

Complementarity 

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Definition

 Two opposite (conjugate) elements which are intergrated into an elementary system by certain conservation law
Related concepts: Daology,  Duality, Symmetry, Triality

 
 
 
 
 
 
 
 
 
 
 
 
Physical Explanation 
complementarity principle  in physics, tenet that a complete knowledge of phenomena on atomic dimensions requires a  description of both wave and particle properties. The principle was announced in 1928 by the Danish  physicist Niels Bohr. Depending on the experimental arrangement, the behaviour of such  phenomena as light and electrons is sometimes wavelike and sometimes particle-like; i.e., such  things have a wave-particle duality (q.v.). It is cmpossible to observe both the wave and particle  aspects  simultaneously. Together, however, they present a fuller description than either of the two taken alone. In effect, the complementarity principle implies that phenomena on the atomic and subatomic scale  are not strictly like large-scale particles or waves (e.g., billiard balls and water waves). Such  particle and wave characteristics in the same large-scale phenomenon are incompatible rather than complementary. Knowledge of a small-scale phenomenon, however, is essentially incomplete until  both aspects are known. 

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Web stis for Complementarity in physics:
britannica.com: http://www.britannica.com/eb/article?eu=25427&hook=601601#601601.hook

 
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Mechanics
Complementarity in mechanics is regarded as the (Lagrange) dual formulations of the free energy principles. The study of the complementary   variational methods in  mechanics has a very long history.  In solid mechanics, the well-known Hellinger-Reissner principle was first  proposed   in 1914. Since the boundary condition was clarified by Reissner in 1953, the complementary energy principles and mixed  variational methods  (i.e. Lagrange duality) in mechanics  have  been studied  extensively during the last fifty years (cf. e.g. Koiter, 1976;  Nemat-Nasser, 1977; Stumpf, 1978; Lee \& Shield, 1980; Bufler, 1983; Atluri, 1984;  Ogden, 1984 and much more). Many monographs  have been published in applied mathematics (Arthurs, 1980; Sewell, 1987), continuum mechanics (Washizu, 1968; Oden-Reddy, 1983) and linear dynamics (Tabarrok-Rimrott, 1994).  Since Hellinger-Reissner principle involves both the second Piola-Kirchhoff stress $\bT$  and the displacement  $\bu$, it  is not considered as a pure complementary energy principle.   In order to apply this principle, one needs to understand the structure of the critical points of the Hellinger-Reissner energy. But until recently this structure was not adequately understood. In finite deformation theory, the existence of a pure complementary energy  principle  dual to the potential  variational problem  has been argued for many years. In 1989, Gao and Strang discovered that in geometrically nonlinear systems, there exists a so-called complementary gap function between the total potential energy and the  Fenchel-Rockafellar dual functional. They proved that if this gap function is positive on equilibrium admissible space, the  generalized Hellinger-Reissner energy $L(\bu, \bT)$   is a saddle  functional.  In this case, the total  potential is convex and there exists only one dual problem.   However, if this  gap function is negative, the total  potential is nonconvex and the system has  two  dual problems (Gao, 1997a). A  triality extremum theory  in nonconvex problems  was discovered recently and a pure complementary energy in finite elasticity is proposed recently (Gao, 1997a,b, 1998a,b, 2000).

References:

 Arthurs, AM (1980),
{\em Complementary Variational Principles}, Second edition, 
Clarendon Press.

 Atluri, SN (1984),
 Alternate stress and conjugate strain measures,  and mixed variational formulations involving rigid rotations, for  computational analysis of finitely deformed solids, with application to plates and shells -I, Theory, {\em Computers \& Structures}, {\bf 18}, no. 1, pp. 93-116.

Bufler, H (1983), On the work theorems for finite and  incremental elastic deformations with discontinuous
 fields: a unified treatment of different versions,  {\em Comput. Meth. Appl. Mech. Eng.}, {\bf 36}, 95-124. 

Gallagher, RH (1993),
 Finite element structural analysis  and complementary energy, {\em Finite Element in Analysis and 
Design}, {\bf 13}, pp. 115-126.
 
Gao,   DY (1988),
Panpenalty finite element programming for limit analysis, {\em Computers \& Structures}, {\bf 28},  pp. 749-755.

 Gao, DY (1992),  Global extremum criteria for finite elasticity, {\em ZAMP}, {\bf 43}, 924-937.

Gao, DY (1997a), Dual extremum principles in finite deformation theory with applications in post-buckling  analysis of extended nonlinear beam model, {\em Appl. Mech. Reviews, ASME}, 
{\bf  50,}  no. 11, part 2, November, S64-S71.

Gao, DY (1998a),
 Complementary extremum principles in nonconvex parametric variational problems with applications, to appear in  {\em IMA J. of Applied Math.}

 Gao, DY (1998b), 
Pure complementary energy principle and triality theory in finite elasticity,
 {\em Mech. Research Commun.} 26 (1999), no. 1, 31-37

 Gao, DY  and Strang, G (1989a),
Geometric nonlinearity: Potential energy, complementary energy and 
the gap function, {\em Quartl Appl Math}, {\bf 47}(3), 487-504.
 
Gao, DY and Strang, G (1989b),
 Dual extremum principles in finite deformation elastoplasitc 
analysis, 
 {\em Acta Applicandae Mathematicae,} {\bf 17}, 357-267 

 Koiter, WT (1976),
 On the complementary energy theorem in nonlinear  
elasticity theory, {\em Trends in Appl of Pure Math to Mech}, Ed by G 
Fichera, Pitman, London, pp 207-32.
 
Lee, SJ and Shield, RT (1980),
Variational principles in finite elastics, {\em J Appl Math 
Physics} 
({\em ZAMP}), {\bf 31}, pp 437-453.
 
Mosco, U (1972), 
Dual variational inequalities, {\em J. Math. Analy. Appl.}, 
{\bf 40}, 202-206.

Nemat-Nasser, S (1972), 
General variational principles in nonlinear and linear elasticity 
with applications, {\em Mechanics Today}, {\bf 1}, 214-61. 
 

Oden, JT and Reddy, JN (1983), {\em Variational Methods in Theoretical Mechanics}, Springer-Verlag.

 Ogden, RW (1984),
{\em  Non-linear elastic deformations}, Ellis Horwood Ltd, 
Chichester, 417pp.  

 Pian, THH and Tong, P (1980), 
 Reissner's principle in finite element formulations. In:
S. Nemat-Nasser (ed.) {\em Mechanics Today}, {\bf  5}, 
 Pergamon Press, pp. 377-395. 

 Reddy, BD (1992),
Mixed variational inequalities arising in elastoplasticity,
{\em Nonlinear Analysis, Theory, Methods \& Applications,} {\bf 19}, no. 11, pp. 1071-1089.

 Reissner, E. (1996),
{\em Selected works in applied mechanics and 
mathematics}, Jones and Bartlett Publishers, Boston, MA, 601pp.

 Sewell, MJ (1987), {\em Maximum and Minimum Principles}, 
Cambridge Univ. Press, 468pp.

  Strang, G (1986), 
{\em Introduction to Applied 
Mathematics}, Wellesley-Cambridge Press, 758pp

Stumpf, H (1978),
Dual extremum principles and error bounds in non-linear elasticity theory,
{\em J. Elasticity}, {\bf 8}, no. 4, 425-438.

Tonti, E (1972), 
A mathematical model for physical theories, {\em Rend. Accad. Lincei}, 
{\bf Vol. LII},  I, pp. 133-139; II, pp. 350-356.
 
 
 

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Mathematics

Complementarity in optimization and mathematical programming is essentially equivalent to the criticality conditions (KKT) of certain variational problems with inequality (unilateral) constraints.
Please see some survey articles for details:
Mixed Complementarity Problems
Bi-Complementarity in mathematical physics

CPNET: Complementarity Problem Net   Complementarity problem network for Mathematical programming
   http://www.cs.wisc.edu/cpnet/

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