A mixed and a modified complementary energy variational formulation for the problem of a continuously supported, axially and transversely loaded beam is presented. The beam and the support are assumed to be linear elastic, and the response of the latter is represented by the current two-parameter model. An equilibrium finite element approach is developed on the ground of the second formulation and the results obtained for some test problems are exposed. © 1997 Elsevier Science Ltd.

Two-field variational formulations for the problem of the beam on a continuous elastic support / Cannarozzi A.A.; Custodi A.. - In: INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES. - ISSN 0020-7683. - STAMPA. - 34:33-34(1997), pp. 4339-4355. [10.1016/S0020-7683(97)00021-8]

Two-field variational formulations for the problem of the beam on a continuous elastic support

Cannarozzi A. A.
Primo
;
Custodi A.
Secondo
1997

Abstract

A mixed and a modified complementary energy variational formulation for the problem of a continuously supported, axially and transversely loaded beam is presented. The beam and the support are assumed to be linear elastic, and the response of the latter is represented by the current two-parameter model. An equilibrium finite element approach is developed on the ground of the second formulation and the results obtained for some test problems are exposed. © 1997 Elsevier Science Ltd.
1997
Two-field variational formulations for the problem of the beam on a continuous elastic support / Cannarozzi A.A.; Custodi A.. - In: INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES. - ISSN 0020-7683. - STAMPA. - 34:33-34(1997), pp. 4339-4355. [10.1016/S0020-7683(97)00021-8]
Cannarozzi A.A.; Custodi A.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/919421
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