On Rigid and Infinitesimal Rigid Displacements in Three-Dimensional Elasticity
نویسندگان
چکیده
Let Ω be an open connected subset of R and letΘ be an immersion from Ω into R. It is first established that the set formed by all rigid displacements, i.e., that preserve the metric, of the open set Θ(Ω) is a submanifold of dimension 6 and of class C∞ of the space H(Ω). It is then shown that the vector space formed by all the infinitesimal rigid displacements of the same set Θ(Ω) is nothing but the tangent space at the origin to this submanifold. In this fashion, the familiar “infinitesimal rigid displacement lemma” of three-dimensional linearized elasticity is put in its proper perspective.
منابع مشابه
A notion of capacity related to elasticity. Applications to homogenization
We study a notion of capacity related to elasticity which proves convenient to analyze the concentrations of strain energy caused by the rigid displacements of some infinitesimal parts of an elastic body in two or three dimensions. By way of application, we investigate the behavior of solutions to initial boundary value problems describing vibrations of periodic elastic composites with rapidly ...
متن کاملA boundary element study for evaluation of the effects of the rigid baffles on liquid sloshing in rigid containers
In this paper, the sloshing response of liquid in a two dimensional rigid rectangular tank with rigid baffles is investigated using boundary element technique. A baffle is a supplementary structural element which supplies a kind of passive control on the effects of ground shaking. The complicated liquid domain is divided into two simple sub-domains so that the liquid velocity potential in each ...
متن کاملOn Rigid and Infinitesimal Rigid Displacements in Shell Theory
Let ω be an open connected subset of R2 and let θ be an immersion from ω into R3. It is first established that the set formed by all rigid displacements, i.e., that preserve the metric and the curvature, of the surface θ(ω) is a submanifold of dimension 6 and of class C∞ of the space H(ω). It is then shown that the vector space formed by all the infinitesimal rigid displacements of the surface ...
متن کاملNonlinear inelastic dynamic analysis of space steel frames with semi-rigid connections in urban buildings
Applied studies addressing semi-rigid connections have been limited. Scant information exists in regulations except little brief information. Therefore, this research analyzes the behavior of three-dimensional steel frames and semi-rigid connections based on beam-column method and non-linear dynamic analysis. Stability functions and geometric stiffness matrix were used to study the non-linear g...
متن کاملExperimental and Numerical study of earth slope reinforcement using ordinary and rigid stone columns
Earth slopes stabilization is one of the main issues focused on by are in geotechnical engineer. Use of stone columns is one of approaches well increasing the safety factor of earth slopes of the soil embankments; furthermore, it is economical besides the simplicity and ease it exhibits in implementation. . The present paper aims at an experimental comparison of the Ordinary Stone Column (OSC) ...
متن کامل