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Continuum mechanics
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Continuum mechanics is a branch of mechanics that deals with the analysis of the kinematics and the mechanical behavior of materials modeled as a continuum. The French mathematician Augustin Louis Cauchy was the first to formulate such models in the 19th century, but research in the area continues today.

Modeling an object as a continuum assumes that the substance of the object completely fills the space it occupies. Modeling objects in this way ignores the fact that matter is made of atoms, and so is not continuous; however, on length scales much greater than that of inter-atomic distances, such models are highly accurate. Fundamental physical laws such as the conservation of mass, the conservation of momentum, and the conservation of energy may be applied to such models to derive differential equations describing the behavior of such objects, and some information about the particular material studied is added through a constitutive relation.

Continuum mechanics deals with physical properties of solids and fluids which are independent of any particular coordinate system in which they are observed. These physical properties are then represented by tensors, which are mathematical objects that have the required property of being independent of coordinate system. These tensors can be expressed in coordinate systems for computational convenience.

Contents

The concept of a continuum

Materials, such as solids, liquids and gases, are composed of molecules separated by empty space. On a macroscopic scale, materials have cracks and discontinuities. However, certain physical phenomena can be modeled assuming the materials exist as a continuum, meaning the matter in the body is continuously distributed and fills the entire region of space it occupies. A continuum is a body that can be continually sub-divided into infinitesimal elements with properties being those of the bulk material.

The validity of continuum assumption may be verified by a theoretical analysis, in which either some clear periodicity is identified or statistical homogeneity and ergodicity of the microstructure exists. More specifically, the continuum hypothesis/assumption hinges on the concepts of a Representative Volume Element (RVE) and 'separation of scales' based on the Hill-Mandel condition. [Sometimes, in place of RVE, the term Representative Elementary Volume (REV) is used.] This condition provides a link between an experimentalist's and a theoretician's viewpoint on constitutive equations (linear and nonlinear elastic/inelastic or coupled fields) as well as a way of spatial and statistical averaging of the microstructure.[1] When the separation of scales does not hold, or when one wants to establish a continuum of a finer resolution than that of the RVE size, one employs a Statistical Volume Element (SVE), which, in turn, leads to random continuum fields. The latter then provide a micromechanics basis for stochastic finite elements (SFE). The levels of SVE and RVE link continuum mechanics to statistical mechanics. The RVE may be assessed only in a limited way via experimental testing: when the constitutive response becomes spatially homogeneous.

In fluids, the Knudsen number is used to assess to what extent the approximation of continuity can be made.

Formulation of Model

Figure 1. Configuration of a continuum body

Continuum mechanics models begin by assigning a region in three dimensional Euclidean space to the material body \mathcal B modeled. The points within this region are called particles or material points. Different configurations or states of the body correspond to different regions in Euclidean space. The region corresponding to the body's configuration at time \ t is labeled \ \kappa_t(\mathcal B).

A particular particle within the body in a particular configuration is characterized by a position vector

\ \mathbf x =\sum_{i=1}^3 x_i \mathbf e_i,

where \mathbf e_i are the coordinate vectors in some frame of reference chosen for the problem (See figure 1). This vector can be expressed as a function of the particle position \mathbf X in some reference configuration, for example the configuration at the initial time, so that

\mathbf{x}=\kappa_t(\mathbf X).

This function needs to have various properties so that the model makes physical sense. \kappa_t(\cdot) needs to be:

  • continuous in time, so that the body changes in a way which is realistic,
  • globally invertible at all times, so that the body cannot intersect itself,
  • orientation-preserving, as transformations which produce mirror reflections are not possible in nature.

For the mathematical formulation of the model, \ \kappa_t(\cdot) is also assumed to be twice continuously differentiable, so that differential equations describing the motion may be formulated.

Kinematics: deformation and motion

Figure 2. Motion of a continuum body.

A change in the configuration of a continuum body results in a displacement. The displacement of a body has two components: a rigid-body displacement and a deformation. A rigid-body displacement consist of a simultaneous translation and rotation of the body without changing its shape or size. Deformation implies the change in shape and/or size of the body from an initial or undeformed configuration \ \kappa_0(\mathcal B) to a current or deformed configuration \ \kappa_t(\mathcal B) (Figure 2).

The motion of a continuum body is a continuous time sequence of displacements. Thus, the material body will occupy different configurations at different times so that a particle occupies a series of points in space which describe a pathline.

There is continuity during deformation or motion of a continuum body in the sense that:

  • The material points forming a closed curve at any instant will always form a closed curve at any subsequent time.
  • The material points forming a closed surface at any instant will always form a closed surface at any subsequent time and the matter within the closed surface will always remain within.

It is convenient to identify a reference configuration or initial condition which all subsequent configurations are referenced from. The reference configuration need not be one that the body will ever occupy. Often, the configuration at \ t=0 is considered the reference configuration , \ \kappa_0 (\mathcal B). The components \ X_i of the position vector \ \mathbf X of a particle, taken with respect to the reference configuration, are called the material or reference coordinates.

When analyzing the deformation or motion of solids, or the flow of fluids, it is necessary to describe the sequence or evolution of configurations throughout time. One description for motion is made in terms of the material or referential coordinates, called material description or Lagrangian description.

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Lagrangian description

In the Lagrangian description the position and physical properties of the particles are described in terms of the material or referential coordinates and time. In this case the reference configuration is the configuration at \ t=0. An observer standing in the referential frame of reference observes the changes in the position and physical properties as the material body moves in space as time progresses. The results obtained are independent of the choice of initial time and reference configuration, \kappa_0(\mathcal B). This description is normally used in solid mechanics.

In the Lagrangian description, the motion of a continuum body is expressed by the mapping function \ \chi(\cdot) (Figure 2),

\ \mathbf x=\chi(\mathbf X, t)

which is a mapping of the initial configuration \kappa_0(\mathcal B) onto the current configuration \kappa_t(\mathcal B), giving a geometrical correspondence between them, i.e. giving the position vector \ \mathbf{x}=x_i\mathbf e_i that a particle \ X, with a position vector \ \mathbf X in the undeformed or reference configuration \kappa_0(\mathcal B), will occupy in the current or deformed configuration \kappa_t(\mathcal B) at time \ t. The components \ x_i are called the spatial coordinates.

Physical and kinematic properties \ P_{ij\ldots}, i.e. thermodynamic properties and velocity, which describe or characterize features of the material body, are expressed as continuous functions of position and time, i.e. \ P_{ij\ldots}=P_{ij\ldots}(\mathbf X,t).

The material derivative of any property \ P_{ij\ldots} of a continuum, which may be a scalar, vector, or tensor, is the time rate of change of that property for a specific group of particles of the moving continuum body. The material derivative is also known as the substantial derivative, or comoving derivative, or convective derivative. It can be thought as the rate at which the property changes when measured by an observer traveling with that group of particles.

In the Lagrangian description, the material derivative of \ P_{ij\ldots} is simply the partial derivative with respect to time, and the position vector \ \mathbf X is held constant as it does not change with time. Thus, we have

\ \frac{d}{dt}[P_{ij\ldots}(\mathbf X,t)]=\frac{\partial}{\partial t}[P_{ij\ldots}(\mathbf X,t)]

The instantaneous position \ \mathbf x is a property of a particle, and its material derivative is the instantaneous velocity \ \mathbf v of the particle. Therefore, the velocity field of the continuum is given by

\ \mathbf v = \mathbf \dot x =\frac{d\mathbf x}{dt}=\frac{\partial \chi(\mathbf X,t)}{\partial t}

Similarly, the acceleration field is given by

\ \mathbf a= \mathbf \dot v = \mathbf \ddot x =\frac{d^2\mathbf x}{dt^2}=\frac{\partial^2 \chi(\mathbf X,t)}{\partial t^2}

Continuity in the Lagrangian description is expressed by the spatial and temporal continuity of the mapping from the reference configuration to the current configuration of the material points. All physical quantities characterizing the continuum are described this way. In this sense, the function \chi(\cdot) and \ P_{ij\ldots}(\cdot) are single-valued and continuous, with continuous derivatives with respect to space and time to whatever order is required, usually to the second or third.

Eulerian description

Continuity allows for the inverse of \chi(\cdot) to trace backwards where the particle currently located at \mathbf x was located in the initial or referenced configuration\kappa_0(\mathcal B). In this case the description of motion is made in terms of the spatial coordinates, in which case is called the spatial description or Eulerian description, i.e. the current configuration is taken as the reference configuration.

The Eulerian description, introduced by d'Alembert, focuses on the current configuration \kappa_t(\mathcal B), giving attention to what is occurring at a fixed point in space as time progresses, instead of giving attention to individual particles as they move through space and time. This approach is conveniently applied in the study of fluid flow where the kinematic property of greatest interest is the rate at which change is taking place rather than the shape of the body of fluid at a reference time.[2]

Mathematically, the motion of a continuum using the Eulerian description is expressed by the mapping function

\mathbf X=\chi^{-1}(\mathbf x, t)

which provides a tracing of the particle which now occupies the position \mathbf x in the current configuration \kappa_t(\mathcal B) to its original position \mathbf X in the initial configuration \kappa_0(\mathcal B).

A necessary and sufficient condition for this inverse function to exist is that the determinant of the Jacobian should be different from zero. Thus,

\ J=\left | \frac{\partial \chi_i}{\partial X_J} \right |=\left | \frac{\partial x_i}{\partial X_J} \right |\neq0

In the Eulerian description, the physical properties \ P_{ij\ldots} are expressed as

\ P_{ij \ldots}=P_{ij\ldots}(\mathbf X,t)=P_{ij\ldots}[\chi^{-1}(\mathbf x,t),t]=p_{ij\ldots}(\mathbf x,t)

where the functional form of \ P_{ij \ldots} in the Lagrangian description is not the same as the form of \ p_{ij \ldots} in the Eulerian description.

The material derivative of \ p_{ij\ldots}(\mathbf x,t), using the chain rule, is then

\ \frac{d}{dt}[p_{ij\ldots}(\mathbf x,t)]=\frac{\partial}{\partial t}[p_{ij\ldots}(\mathbf x,t)]+ \frac{\partial}{\partial x_k}[p_{ij\ldots}(\mathbf x,t)]\frac{dx_k}{dt}

The first term on the right-hand side of this equation gives the local rate of change of the property \ p_{ij\ldots}(\mathbf x,t) occurring at position \ \mathbf x. The second term of the right-hand side is the convective rate of change and expresses the contribution of the particle changing position in space (motion).

Continuity in the Eulerian description is expressed by the spatial and temporal continuity and continuous differentiability of the velocity field. All physical quantities are defined this way at each instant of time, in the current configuration, as a function of the vector position \ \mathbf x.

Displacement Field

The vector joining the positions of a particle \ P in the undeformed configuration and deformed configuration is called the displacement vector \ \mathbf u(\mathbf X,t)=u_i\mathbf e_i, in the Lagrangian description, or \ \mathbf U(\mathbf x,t)=U_J\mathbf E_J, in the Eulerian description.

A displacement field is a vector field of all displacement vectors for all particles in the body, which relates the deformed configuration with the undeformed configuration. It is convenient to do the analysis of deformation or motion of a continuum body in terms of the displacement field, In general, the displacement field is expressed in terms of the material coordinates as

\ \mathbf u(\mathbf X,t) = \mathbf b+\mathbf x(\mathbf X,t) - \mathbf X \qquad \text{or}\qquad u_i = \alpha_{iJ}b_J + x_i - \alpha_{iJ}X_J

or in terms of the spatial coordinates as

\ \mathbf U(\mathbf x,t) = \mathbf b+\mathbf x - \mathbf X(\mathbf x,t) \qquad \text{or}\qquad U_J = b_J + \alpha_{Ji}x_i - X_J \,

where \ \alpha_{Ji} are the direction cosines between the material and spatial coordinate systems with unit vectors \ \mathbf E_J and \mathbf e_i, respectively. Thus

\ \mathbf E_J \cdot \mathbf e_i = \alpha_{Ji}=\alpha_{iJ}

and the relationship between \ u_i and \ U_J is then given by

\ u_i=\alpha_{iJ}U_J \qquad \text{or} \qquad U_J=\alpha_{Ji}u_i

Knowing that

\ \mathbf e_i = \alpha_{iJ}\mathbf E_J

then

\mathbf u(\mathbf X,t)=u_i\mathbf e_i=u_i(\alpha_{iJ}\mathbf E_J)=U_J\mathbf E_J=\mathbf U(\mathbf x,t)

It is common to superimpose the coordinate systems for the undeformed and deformed configurations, which results in \ \mathbf b=0, and the direction cosines become Kronecker deltas, i.e.

\ \mathbf E_J \cdot \mathbf e_i = \delta_{Ji}=\delta_{iJ}

Thus, we have

\ \mathbf u(\mathbf X,t) = \mathbf x(\mathbf X,t) - \mathbf X \qquad \text{or}\qquad u_i = x_i - \delta_{iJ}X_J

or in terms of the spatial coordinates as

\ \mathbf U(\mathbf x,t) = \mathbf x - \mathbf X(\mathbf x,t) \qquad \text{or}\qquad U_J = \delta_{Ji}x_i - X_J

Governing Equations

Continuum mechanics deals with the behavior of materials that can be approximated as continuous for certain length and time scales. The equations that govern the mechanics of such materials include the balance laws for mass, momentum, and energy. Kinematic relations and constitutive equations are needed to complete the system of governing equations. Physical restrictions on the form of the constitutive relations can be applied by requiring that the second law of thermodynamics be satisfied under all conditions. In the continuum mechanics of solids, the second law of thermodynamics is satisfied if the Clausius–Duhem form of the entropy inequality is satisfied.

The balance laws express the idea that the rate of change of a quantity (mass, momentum, energy) in a volume must arise from three causes:

  1. the physical quantity itself flows through the surface that bounds the volume,
  2. there is a source of the physical quantity on the surface of the volume, or/and,
  3. there is a source of the physical quantity inside the volume.

Let Ω be the body (an open subset of Euclidean space) and let \partial \Omega be its surface (the boundary of Ω).

Let the motion of material points in the body be described by the map

 \mathbf{x} = \boldsymbol{\chi}(\mathbf{X}) = \mathbf{x}(\mathbf{X})

where \mathbf{X} is the position of a point in the initial configuration and \mathbf{x} is the location of the same point in the deformed configuration.

The deformation gradient is given by

 \boldsymbol{F} = \frac{\partial \mathbf{x}}{\partial \mathbf{X}} = \boldsymbol \mathbf{x} \cdot \nabla ~.

Balance Laws

Let f(\mathbf{x},t) be a physical quantity that is flowing through the body. Let g(\mathbf{x},t) be sources on the surface of the body and let h(\mathbf{x},t) be sources inside the body. Let \mathbf{n}(\mathbf{x},t) be the outward unit normal to the surface \partial \Omega . Let \mathbf{v}(\mathbf{x},t) be the velocity of the physical particles that carry the physical quantity that is flowing. Also, let the speed at which the bounding surface \partial \Omega is moving be un (in the direction \mathbf{n}).

Then, balance laws can be expressed in the general form

 \cfrac{d}{dt}\left[\int_{\Omega} f(\mathbf{x},t)~\text{dV}\right] = \int_{\partial \Omega } f(\mathbf{x},t)[u_n(\mathbf{x},t) - \mathbf{v}(\mathbf{x},t)\cdot\mathbf{n}(\mathbf{x},t)]~\text{dA} + \int_{\partial \Omega } g(\mathbf{x},t)~\text{dA} + \int_{\Omega} h(\mathbf{x},t)~\text{dV} ~.

Note that the functions f(\mathbf{x},t), g(\mathbf{x},t), and h(\mathbf{x},t) can be scalar valued, vector valued, or tensor valued - depending on the physical quantity that the balance equation deals with. If there are internal boundaries in the body, jump discontinuities also need to be specified in the balance laws.

If we take the Lagrangian point of view, it can be shown that the balance laws of mass, momentum, and energy for a solid can be written as

 { \begin{align} \dot{\rho} + \rho~\boldsymbol{\nabla} \cdot \mathbf{v} & = 0 & & \qquad\text{Balance of Mass} \ \rho~\dot{\mathbf{v}} - \boldsymbol{\nabla} \cdot \boldsymbol{\sigma} - \rho~\mathbf{b} & = 0 & & \qquad\text{Balance of Linear Momentum} \ \boldsymbol{\sigma} & = \boldsymbol{\sigma}^T & & \qquad\text{Balance of Angular Momentum} \ \rho~\dot{e} - \boldsymbol{\sigma}:(\boldsymbol{\nabla}\mathbf{v}) + \boldsymbol{\nabla} \cdot \mathbf{q} - \rho~s & = 0 & & \qquad\text{Balance of Energy.} \end{align} }

In the above equations \rho(\mathbf{x},t) is the mass density (current), \dot{\rho} is the material time derivative of ρ, \mathbf{v}(\mathbf{x},t) is the particle velocity, \dot{\mathbf{v}} is the material time derivative of \mathbf{v}, \boldsymbol{\sigma}(\mathbf{x},t) is the Cauchy stress tensor, \mathbf{b}(\mathbf{x},t) is the body force density, e(\mathbf{x},t) is the internal energy per unit mass, \dot{e} is the material time derivative of e, \mathbf{q}(\mathbf{x},t) is the heat flux vector, and s(\mathbf{x},t) is an energy source per unit mass.

With respect to the reference configuration, the balance laws can be written as

 { \begin{align} \rho~\det(\boldsymbol{F}) - \rho_0 &= 0 & & \qquad \text{Balance of Mass} \ \rho_0~\ddot{\mathbf{x}} - \boldsymbol{\nabla}_{\circ}\cdot\boldsymbol{P}^T -\rho_0~\mathbf{b} & = 0 & & \qquad \text{Balance of Linear Momentum} \ \boldsymbol{F}\cdot\boldsymbol{P}^T & = \boldsymbol{P}\cdot\boldsymbol{F}^T & & \qquad \text{Balance of Angular Momentum} \\ \rho_0~\dot{e} - \boldsymbol{P}^T:\dot{\boldsymbol{F}} + \boldsymbol{\nabla}_{\circ}\cdot\mathbf{q} - \rho_0~s & = 0 & & \qquad\text{Balance of Energy.} \end{align} }

In the above, \boldsymbol{P} is the first Piola-Kirchhoff stress tensor, and ρ0 is the mass density in the reference configuration. The first Piola-Kirchhoff stress tensor is related to the Cauchy stress tensor by

 \boldsymbol{P} = J~\boldsymbol{\sigma}\cdot\boldsymbol{F}^{-T} ~\text{where}~ J = \det(\boldsymbol{F})

We can alternatively define the nominal stress tensor \boldsymbol{N} which is the transpose of the first Piola-Kirchhoff stress tensor such that

 \boldsymbol{N} = \boldsymbol{P}^T = J~\boldsymbol{F}^{-1}\cdot\boldsymbol{\sigma} ~.

Then the balance laws become

 { \begin{align} \rho~\det(\boldsymbol{F}) - \rho_0 &= 0 & & \qquad \text{Balance of Mass} \ \rho_0~\ddot{\mathbf{x}} - \boldsymbol{\nabla}_{\circ}\cdot\boldsymbol{N} -\rho_0~\mathbf{b} & = 0 & & \qquad \text{Balance of Linear Momentum} \ \boldsymbol{F}\cdot\boldsymbol{N} & = \boldsymbol{N}^T\cdot\boldsymbol{F}^T & & \qquad \text{Balance of Angular Momentum} \\ \rho_0~\dot{e} - \boldsymbol{N}:\dot{\boldsymbol{F}} + \boldsymbol{\nabla}_{\circ}\cdot\mathbf{q} - \rho_0~s & = 0 & & \qquad\text{Balance of Energy.} \end{align} }

The operators in the above equations are defined as such that

 \boldsymbol{\nabla} \mathbf{v} = \sum_{i,j = 1}^3 \frac{\partial v_i}{\partial x_j}\mathbf{e}_i\otimes\mathbf{e}_j = v_{i,j}\mathbf{e}_i\otimes\mathbf{e}_j ~;~~ \boldsymbol{\nabla} \cdot \mathbf{v} = \sum_{i=1}^3 \frac{\partial v_i}{\partial x_i} = v_{i,i} ~;~~ \boldsymbol{\nabla} \cdot \boldsymbol{S} = \sum_{i,j=1}^3 \frac{\partial S_{ij}}{\partial x_j}~\mathbf{e}_i = \sigma_{ij,j}~\mathbf{e}_i ~.

where \mathbf{v} is a vector field, \boldsymbol{S} is a second-order tensor field, and \mathbf{e}_i are the components of an orthonormal basis in the current configuration. Also,

 \boldsymbol{\nabla}_{\circ} \mathbf{v} = \sum_{i,j = 1}^3 \frac{\partial v_i}{\partial X_j}\mathbf{E}_i\otimes\mathbf{E}_j = v_{i,j}\mathbf{E}_i\otimes\mathbf{E}_j ~;~~ \boldsymbol{\nabla}_{\circ}\cdot\mathbf{v} = \sum_{i=1}^3 \frac{\partial v_i}{\partial X_i} = v_{i,i} ~;~~ \boldsymbol{\nabla}_{\circ}\cdot\boldsymbol{S} = \sum_{i,j=1}^3 \frac{\partial S_{ij}}{\partial X_j}~\mathbf{E}_i = S_{ij,j}~\mathbf{E}_i

where \mathbf{v} is a vector field, \boldsymbol{S} is a second-order tensor field, and \mathbf{E}_i are the components of an orthonormal basis in the reference configuration.

The inner product is defined as

 \boldsymbol{A}:\boldsymbol{B} = \sum_{i,j=1}^3 A_{ij}~B_{ij} = A_{ij}~B_{ij} ~.

The Clausius–Duhem inequality

The Clausius–Duhem inequality can be used to express the second law of thermodynamics for elastic-plastic materials. This inequality is a statement concerning the irreversibility of natural processes, especially when energy dissipation is involved.

Just like in the balance laws in the previous section, we assume that there is a flux of a quantity, a source of the quantity, and an internal density of the quantity per unit mass. The quantity of interest in this case is the entropy. Thus, we assume that there is an entropy flux, an entropy source, and an internal entropy density per unit mass (η) in the region of interest.

Let Ω be such a region and let \partial \Omega be its boundary. Then the second law of thermodynamics states that the rate of increase of η in this region is greater than or equal to the sum of that supplied to Ω (as a flux or from internal sources) and the change of the internal entropy density due to material flowing in and out of the region.

Let \partial \Omega move with a velocity un and let particles inside Ω have velocities \mathbf{v}. Let \mathbf{n} be the unit outward normal to the surface \partial \Omega . Let ρ be the density of matter in the region, \bar{q} be the entropy flux at the surface, and r be the entropy source per unit mass. Then the entropy inequality may be written as

 \cfrac{d}{dt}\left(\int_{\Omega} \rho~\eta~\text{dV}\right) \ge \int_{\partial \Omega} \rho~\eta~(u_n - \mathbf{v}\cdot\mathbf{n})~\text{dA} + \int_{\partial \Omega} \bar{q}~\text{dA} + \int_{\Omega} \rho~r~\text{dV}.

The scalar entropy flux can be related to the vector flux at the surface by the relation \bar{q} = -\boldsymbol{\psi}(\mathbf{x})\cdot\mathbf{n}. Under the assumption of incrementally isothermal conditions, we have

 \boldsymbol{\psi}(\mathbf{x}) = \cfrac{\mathbf{q}(\mathbf{x})}{T} ~;~~ r = \cfrac{s}{T}

where \mathbf{q} is the heat flux vector, s is a energy source per unit mass, and T is the absolute temperature of a material point at \mathbf{x} at time t.

We then have the Clausius–Duhem inequality in integral form:

 { \cfrac{d}{dt}\left(\int_{\Omega} \rho~\eta~\text{dV}\right) \ge \int_{\partial \Omega} \rho~\eta~(u_n - \mathbf{v}\cdot\mathbf{n})~\text{dA} - \int_{\partial \Omega} \cfrac{\mathbf{q}\cdot\mathbf{n}}{T}~\text{dA} + \int_\Omega \cfrac{\rho~s}{T}~\text{dV}. }

We can show that the entropy inequality may be written in differential form as

 { \rho~\dot{\eta} \ge - \boldsymbol{\nabla} \cdot \left(\cfrac{\mathbf{q}}{T}\right) + \cfrac{\rho~s}{T}. }

In terms of the Cauchy stress and the internal energy, the Clausius–Duhem inequality may be written as

 { \rho~(\dot{e} - T~\dot{\eta}) - \boldsymbol{\sigma}:\boldsymbol{\nabla}\mathbf{v} \le - \cfrac{\mathbf{q}\cdot\boldsymbol{\nabla} T}{T}. }

Applications

Continuum mechanics Solid mechanics is the study of the physics of continuous solids with a defined rest shape. Elasticity (physics) describes materials that return to their rest shape after removal of an applied force.
Plasticity describes materials that permanently deform (change their rest shape) after a large enough applied force. Rheology: Given that some materials are viscoelastic (exhibiting a combination of elastic and viscous properties), the boundary between solid mechanics and fluid mechanics is blurry.
Fluid mechanics (including Fluid statics and Fluid dynamics) deals with the physics of fluids. An important property of fluids is viscosity, which is a fluid's resistance to a shear stress. Non-Newtonian fluids
Newtonian fluids


On recognizing of specialists separate sections of university courses of Continuum Mechanics require revising. Many works of scientific institutes are subject to revising also[3].

See also

Notes

  1. ^ Ostoja-Starzewski, M. (2008). Microstructural randomness and scaling in mechanics of materials. CRC Press. ISBN 1-584-88417-7. http://books.google.co.uk/books?id=_Qyf1woZPNgC&printsec=frontcover&cd=1#v=onepage&q=&f=false. 
  2. ^ Spencer, A.J.M. (1980). Continuum Mechanics. Longman Group Limited (London). p. 83. ISBN 0-582-44282-6. http://books.google.com/books?id=AJdfQL0rgrgC&printsec=frontcover#v=onepage&q=&f=false. 

3. Alexandr Kozachok.(2009). Paradoxes of Continuum Mechanics and contiguous fields of knowledge, Section 1. New approaches to statements and solutions of some classical Mathematical Physics problems. The Manual for Universities. VDM Verlag, ISBN-13: 978-3639135954. http://www.amazon.ca/PARADOXES-contiguous-approaches-statements-Mathematical/dp/3639135954/ref=sr_1_1?ie=UTF8&s=books&qid=1258992500&sr=1-1

References

  • Batra, R. C. (2006). Elements of Continuum Mechanics. Reston, VA: AIAA. 
  • Fung, Y. C. (1977). A First Course in Continuum Mechanics (2nd edition ed.). Prentice-Hall, Inc.. ISBN 0133183114. 
  • Gurtin, M. E. (1981). An Introduction to Continuum Mechanics. New York: Academic Press. 
  • Maugin, G. A. (1999). The Thermomechanics of Nonlinear Irreversible Behaviors: An Introduction. Singapore: World Scientific. 
  • Wright, T. W. (2002). The Physics and Mathematics of Adiabatic Shear Bands. Cambridge, UK: Cambridge University Press. 

Study guide

Up to date as of January 14, 2010

From Wikiversity

Welcome to this learning project about Continuum mechanics!

Contents

Learning Project Summary

Content summary

This is an introductory course on the continuum mechanics of solids.

Goals

This learning project aims to.

  • provide the mathematical foundations of continuum mechanics.
  • expose students to some of the numerous constitutive models of solids.

Contents

Syllabus and Learning Materials

  1. Mathematical Preliminaries
    1. Set notation
    2. Functions
    3. Vectors
    4. Matrices
    5. Tensors
      1. Useful tensor algebra identities
      2. Useful relations between tensors and vectors
      3. Curl of the gradient of a vector
      4. Relations between surface and volume integrals
      5. Leibniz formula in one dimension
      6. Leibniz formula in three dimensions
    6. Partial differential equations
    7. Variational calculus
  2. Kinematics
    1. Motion, displacement, velocity, acceleration
    2. Strains and deformations
    3. Polar decomposition
    4. Spectral decompositions of kinematic quantities
    5. Volume change and area change
    6. Time derivatives and rate quantities
    7. Objectivity of kinematic quantities
  3. Stress measures and stress rates
    1. Stress measures
    2. Deviatoric and volumetric stress
    3. Objective stress rates
  4. Balance laws
    1. Governing equations and thermodynamics
    2. Balance of mass
    3. Balance of linear momentum
    4. Balance of angular momentum
    5. Balance of energy
    6. Clausius-Duhem inequality
  5. Constitutive relations
    1. Thermoelasticity
      1. Relation between Cauchy stress and Green strain
      2. Maxwell relations for thermoelasticity
      3. Balance of energy
      4. Clausius-Duhem inequality
      5. Specific heat relations
    2. Nonlinear Elasticity
    3. Plasticity
    4. Viscoplasticity
    5. Viscoelasticity.

Assignments

  • Homework 1 Problem set
    • Solutions
  • Homework 2 Problem set
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  • Homework 3 Problem set
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  • Homework 4 Problem set
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  • Homework 7 Problem set
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  • Homework 8 Problem set
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  • Homework 9 Problem set
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  • Homework 10 Problem set
    • Solutions
  • Homework 11 Problem set
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Tests and Quizzes

  • Quiz 1
    • Solutions

Textbooks and References

Textbooks

References

  • Continuum Mechanics:

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  • ...

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Simple English

Continuum mechanics is a branch of physics (specifically mechanics) where matter is understood as continuous.

This is useful in engineering (especially civil engineering and mechanical engineering) and in physics dealing with deformation of matter.

It is important for both solids and fluids (i.e., liquids and gases). The fact that all matter is made of atoms and that it commonly has some sort of heterogeneous microstructure is ignored in the simplifying approximation used in continuum mechanics.


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