This paper addresses the development of several alternative novel hybrid/multi-field variational formulations of the geometrically exact three-dimensional elastostatic beam boundary-value problem. In the framework of the complementary energy-based formulations, a Legendre transformation is used to introduce the complementary energy density in the variational statements as a function of stresses only. The corresponding variational principles are shown to feature stationarity within the framework of the boundary-value problem. Both weak and linearized weak forms of the principles are presented. The main features of the principles are highlighted, giving special emphasis to their relationships from both theoretical and computational standpoint...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
Variational theorems are presented for a theory of small motions superimposed on large static deform...
In this work we consider solutions for the Euler-Bernoulli and Timoshenko theories of beams in which...
This paper addresses the development of several alternative novel hybrid/multi-field variational for...
Generalized variational principles with 11 - arguments, 9 - arguments, 5 - arguments, 3 - arguments ...
This paper presents the variational bases for the non-linear force-based beam elements. The element ...
This paper illustrates a new modeling approach for planar linear elastic beams. Referring to existin...
In this paper the author offers is the classification of the formulae of Finite Element Method. This...
A new approach is proposed for the systematic derivation of varïous variational principles in linear...
In flexible multibody systems, many components are often approximated as beams or shells. More often...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
Abstract. This paper gives an introduction to the formulation of parametrized variational principles...
summary:Mixed boundary-value problem of the classical theory of elasticity is considered, where not ...
From the concept of four-dimensional space and under the four kinds of time limit conditions, some g...
Some mixed variational formulations are presented for the problem of a deforming and magneto-active ...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
Variational theorems are presented for a theory of small motions superimposed on large static deform...
In this work we consider solutions for the Euler-Bernoulli and Timoshenko theories of beams in which...
This paper addresses the development of several alternative novel hybrid/multi-field variational for...
Generalized variational principles with 11 - arguments, 9 - arguments, 5 - arguments, 3 - arguments ...
This paper presents the variational bases for the non-linear force-based beam elements. The element ...
This paper illustrates a new modeling approach for planar linear elastic beams. Referring to existin...
In this paper the author offers is the classification of the formulae of Finite Element Method. This...
A new approach is proposed for the systematic derivation of varïous variational principles in linear...
In flexible multibody systems, many components are often approximated as beams or shells. More often...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
Abstract. This paper gives an introduction to the formulation of parametrized variational principles...
summary:Mixed boundary-value problem of the classical theory of elasticity is considered, where not ...
From the concept of four-dimensional space and under the four kinds of time limit conditions, some g...
Some mixed variational formulations are presented for the problem of a deforming and magneto-active ...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
Variational theorems are presented for a theory of small motions superimposed on large static deform...
In this work we consider solutions for the Euler-Bernoulli and Timoshenko theories of beams in which...