1/82
Looks like no tags are added yet.
Name | Mastery | Learn | Test | Matching | Spaced | Call with Kai |
|---|
No analytics yet
Send a link to your students to track their progress
Homogenous strain
All parts of material undergo same magnitude and direction of strain
Inhomogeneous strain
Deformation varies across material
Elongation formula (part added)
e = (lf - lo) / lo
Stretch formula (final length / original length)
S = 1 + e
Stretch along X direction
greater or equal to 1; positive elongation
Stretch along Z direction
less than or equal to 1; negative elongation
Angular shear (psi)
Change in angle measured between two initially perpendicular lines
Shear strain (gamma)
Tangent of angular shear (psi)
Volumetric strain
Change in volume / Original volume
Volumetric strain = 1
(Stretch X) (Stretch Y) (Stretch Z) = 1
Plane strain
X > Y = 1 > Z; intermediate strain elipsoid; k = 1
Constrictional strain
X > Y = Z; prolate ellipsoid; k > 1
Flattening strain
X = Y > Z; oblate ellipsoid; k < 1
k-value
K-value = (a - 1) / (b - 1)
Strain
Internal change of points in a body relative to one anothe
Translation
Rigid body movement between locations
Rotation
Rigid body turning without shape change
Finite strain
Accumulated strain after the entire deformation history
Incremental strain
Infinitesimally small amount of strain occurring in single instant
Strain path
History and sequence of all incremental strains; adds to finite strain
Finite strain ellipses
Only perfectly align with each other if strain path is entirely coaxial (pure shear)
Pure Shear (coaxial)
The principal strain axes (X and Z) do not rotate during deformation; lines parallel to X and Z do not rotate
Simple Shear
Principal strain axes constantly rotate during deformation
Lines of No Instantaneous Stretch
Two perpendicular lines that divide the instantaneous shortening field from the instantaneous lengthening field (X for pure shear, + for simple shear, they don’t rotate)
Hooke’s Law for Elastic Behavior
Stress = Youngs Modulus (E) * Strain
Equation for Linear (Newtonian) Viscous Behavior
Stress = Viscosity * Strain Rate
Perfectly Plastic Behavior
Zero strain before yield stress is reach; continuous strain after yield stress is reached
Graphs for elastic and plastic hehavior
Elongation (e) = x, Stress = y, Young’s Modulus (E) = slope
Graph for viscous behavior
Strain rate = x, Stress = y, Viscosity = slope
Poisson’s ratio for viscous behavior
Viscosity = | elongation perpendicular to stress / elongation parallel to stress |
Increasing temperatures _____ ductility
Increases
Increasing confining pressure ____ ductility
Increases
Increasing strain rate _____ ductility
Decreases
Increasing fluid pressure ____ ductility
Decreases
Cataclastic flow
Physical crushing, fracturing, and sliding of grains past one another. It occurs at shallow depths and low temperatures. Not localized at meso scale. Ductile at macro scale, brittle at micro scale.
Crystal plasticity
Movement of crystal defects at high P/T causes strain
Diffusional mass transsfer
Movement of atoms due to fluids (pressure solution) or high P/T and small grain size (Coble/NH) causes strain
Vacancies
When atoms are missing in crystal lattice; allows for climb
Interstitial impurities
Extra atom is squeezed between crystal lattice; blocks edge dislocation at low temp
Substitutional impurities
Incorrect atom in crystal lattice; blocks edge dislocation at low temp
Edge dislocation (crystal plasticity)
When extra-half plane of atoms is wedged within crystal lattice
Dislocation glide (crystal plasticity)
Shear stress causes slip along glide plane (perpendicular w/ half-plane; intersects at bottom edge)
Cilmb (crystal plasticity)
Obstacle in dislocation, bottom atom in half-plane drops into adjacent vacancy, moving up glide plane (favored by high T)
Undulose extinction (crystal plasticity)
Dislocations pile up due to obstacles. Without climb, they gradually bend the crystal lattice, leading to smooth extinctional differences.
Subgrain formation (crystal plasticity)
Climb (and cross-slip) resolves dislocation pile-up, creating vertical dislocation walls that break up grains into sections with externally distinct, internally uniform extinction
Conditions favoring cataclastic flow
Shallow upper crust and upper fault zones (Low T, Low Pc, Low Sigmad)
Conditions favoring crystal plasticity
Mid crust to lithospheric upper mantle (High T, High Pc, High Sigmad)
Conditions favoring pressure solution diffusion
Upper to mid crust (fluids, low–med T)
Conditions favoring Coble creep diffusion
Lower crust to upper mantle (dry, high T, extremely small grains)
Conditions favoring Nabarro-Herring Creep
Lower crust to lower mantle (dry, extreme T, small grains)
Fluid dislocation diffusion
Atoms dissolve into fluid in high stress boundaries and precipitate at low stress boundaries
Coble creep diffusion
Atoms migrate from high to low stress along grain boundaries
Nabarro-Herring creep diffusion
Atoms migrate from high to low stress along solid crystal interior
Dislocation Glide Equation (hypothetical crystal plasticity when no glide obstacles)
Strain rate = A e^(stress) e^( -activation energy / RT)
Dislocation Creep Equation (crystal plasticity irl with glide obstacles)
Strain rate = A (stress^n) e^( -activation energy / RT)
Coble Creep Equation for dry diffusion
Strain rate = A (stress) e^( -activation energy / RT) * grain size^(-3)
Nabarro-Herring Creep equation for dry diffusion
Strain rate = A (stress) e^( -activation energy / RT) * grain size^(-2)