Solution Methods For Framed Structures With Unilateral Constraints
Price
Free (open access)
Transaction
Volume
5
Pages
16
Published
1993
Size
932 kb
Paper DOI
10.2495/CMEM930092
Copyright
WIT Press
Author(s)
M. Pasquino, C. D'Onofrio, A. Ercolano & G. Frunzio
Abstract
Solution methods for framed structures with unilateral constraints M. Pasquino", C. D'Onofrio", A. Ercolano\ G. Frunzio" Facoltd di Ingegneria di Napoli, Italy ^ Dipartamento di Ingegneria Industrials, Facoltd fz Cassmo, ABSTRACT Framed structures made assembling monodimensional elements and subjected to unilateral constraints are considered. The equilibrium problem is reduced to a variational inequality which is the expression of the virtual work equation for structures with unilateral constraints. As is well known, in this case, the variational inequality and its projection on an appropriate finite dimensional space have the same solution. Thus the problem can be exactly solved by quadratic programming procedures. Since the energy functional is quadratic and the constraints linear, the problem can be reduced to a linear complementarity problem, (L.C.P.), which expresses the Kuhn-Tucker conditions for this constrained minimization problem. The L.C.P. is then
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