Stress_Balance_Principles_01_Conservation_of_Mass

Stress_Balance_Principles_01_Conservation_of_Mass - Section...

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Section 3.1 Solid Mechanics Part III Kelly 317 3.1 Conservation of Mass 3.1.1 Mass and Density Mass is a non-negative scalar measure of a body’s tendency to resist a change in motion. Consider a small volume element v Δ whose mass is m Δ . Define the average density of this volume element by the ratio v m Δ Δ = AVE ρ (3.1.1) If p is some point within the volume element, then define the spatial mass density at p to be the limiting value of this ratio as the volume shrinks down to the point, v m t v Δ Δ = Δ 0 lim ) , ( x Spatial Density (3.1.2) In a real material, the incremental volume element v Δ must not actually get too small since then the limit would depend on the atomistic structure of the material; the volume is only allowed to decrease to some minimum value which contains a large number of molecules. The spatial mass density is a representative average obtained by having v Δ large compared to the atomic scale, but small compared to a typical length scale of the problem under consideration. The density, as with displacement, velocity, and other quantities, is defined for specific particles of a continuum, and is a continuous function of coordinates and time, ) , ( t x = . However, the mass is not defined this way – one writes for the mass of an infinitesimal volume of material – a mass element , dv t dm ) , ( x = (3.1.3) or, for the mass of a volume v of material at time t , ( ) = v dv t m , x (3.1.4) 3.1.2 Conservation of Mass The law of conservation of mass states that mass can neither be created nor destroyed. Consider a collection of matter located somewhere in space. This quantity of matter with well-defined boundaries is termed a system . The law of conservation of mass then implies that the mass of this given system remains constant,
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Section 3.1 Solid Mechanics Part III Kelly 318 0 = Dt Dm Conservation of Mass (3.1.5) The volume occupied by the matter may be changing and the density of the matter within the system may be changing, but the mass remains constant. Considering a differential mass element at position X in the reference configuration and at x in the current configuration, Eqn. 3.1.5 can be rewritten as ) , ( ) ( t dm dm x X = (3.1.6) The conservation of mass equation can be expressed in terms of densities. First, introduce 0 ρ , the reference mass density (or simply the density ), defined through V m V Δ Δ = Δ 0 0 lim ) ( X Density (3.1.7) Note that the density 0 and the spatial mass density are not the same quantities 1 . Thus the local (or differential ) form of the conservation of mass can be expressed as (see Fig. 3.1.1) const ) , ( ) ( 0 = = = dv t dV dm x X (3.1.8) Figure 3.1.1: Conservation of Mass for a deforming mass element Integration over a finite region of material gives the global (or integral ) form , const ) , ( ) ( 0 = = = v V dv t dV m x X (3.1.9) or 0 ) , ( = = = v dv t dt d dt dm m x & (3.1.10) 1 they not only are functions of different variables, but also have different values; they are not different representations of the same thing, as were, for example, the velocities v and V . One could introduce a material mass density, ) ), , ( ( ) , ( t t X x t X = Ρ , but such a quantity is not useful in analysis reference
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This note was uploaded on 01/20/2012 for the course ENGINEERIN 3 taught by Professor Staff during the Fall '11 term at Auckland.

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Stress_Balance_Principles_01_Conservation_of_Mass - Section...

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