Title: Numerical modeling of rock deformation 05 :: Continuum Mechanics
1Numerical modeling of rock deformation05
Continuum Mechanics
- www.structuralgeology.ethz.ch/education/teaching_m
aterial/numerical_modeling - Fallsemester 2013
- Thursdays 1015 1200
- NO D11 (lectures) NO CO1 (computer lab)
- Marcel Frehner
- marcel.frehner_at_erdw.ethz.ch, NO E3
- Assistant Marine Collignon, NO E1
2The big picture
Indirect observations/interpretations from
measured data
Direct observations in nature
Seismic velocities Thermal mantle structure
Folds, Boudinage, Reaction rims, Fractures
Conceptual
Statistical
- Model
- Simplification
- Generalization
- Parameterization
We want to understandwhat we observe
Kinematical
Physical/Mechanical
Analogue
3The big picture Physical models
- Mechanical framework
- Continuum mechanics
- Quantum mechanics
- Relativity theory
- Molecular dynamics
- Solution technique
- Analytical solution
- Linear stability analysis
- Fourier transform
- Greens function
- Numerical solution
- Finite difference method
- Finite element method
- Spectral methods
- Boundary element method
- Discrete element method
- Constitutive
- Equations
- (Rheology,
- Evolution
- equation)
- Elastic
- Viscous
- Plastic
- Diffusion
- Governing equations
- Energy balance
- Conservation laws
- Differential equations
- Integral equations
- System of (linear) equations
- Solution is valid
- for the applied
- Boundary conditions
- Rheology
- Mechanical framework
- etc
- Closed system of equations
- Boundary and initial conditions
- Heat equation
- (Navier-)Stokes equation
- Wave equation
Dimensional analysis
4Goals of today
- Understand the concept of Taylor series expansion
- Derive the conservation equations for
- mass
- linear momentum
- angular momentum
5Conservation equations
- The fundamental equations of continuum mechanics
describe the conservation of - mass
- linear momentum
- angular momentum
- energy
- There exist several approaches to derive the
conservation equations of continuum mechanics - Variational methods (virtual work)
- Based on integro-differential equations (e.g.,
Stokes theorem) - Balance of forces and fluxes based on Taylor
terms - We use in this lecture the balance of forces and
fluxes in 2D using Taylor terms, because it may
be the simplest and most intuitive approach.
6Conservation of mass (in 2D)
- Taylor series expansion
- Mass flux at left boundary (in positive x-dir)
- Mass flux at right boundary (in positive x-dir)
- Mass flux at bottom boundary (in positive y-dir)
- Mass flus at top boundary (in positive y-dir)
y
x
7Conservation of mass (in 2D)
- Net rate of mass increase must balance the net
flux of mass into the element - After some rearrangement
- For constant density (incompressible)
y
x
8Conservation of linear momentum (force balance in
2D)
- Force balance in x-direction
- Force at left boundary (in positive x-dir)
- Force at right boundary (in positive x-dir)
- Force at bottom boundary (in positive x-dir)
- Force at top boundary (in positive x-dir)
Compression Extension
syx
sxx
sxx
syx
9Conservation of linear momentum (force balance in
2D)
- Force balance in x-direction
- Force balance in x-direction (inertia force sum
of all other forces) - After some rearrangement
- Force balance in two dimensions
10Conservation of linear momentum (force balance in
2D)
- General force balance in two dimensions
(including body forces and inertial forces) - In a gravity field we use
- In geodynamics, processes are often so slowthat
we can ignore inertial forces
11Conservation of angular momentum (in 2D)
- Stress tensor is symmetric
- Conservation of linear momentum becomes
- Notation