mse 200 exam 2 Flashcards
Shear stress
σ = F / Ao
stress horizonally rather than vertically (tensile strength)
Tensile strength
σ = F/Ao
tensile strength = force / cross sectional area
Elastic deformation
Non permanent and reversable
yield strength
stress at which noticable plasic deformation has occured
plastic deformation
process in which the object due to applied force changes its size or shape in a way that is not reversible
Slip
Movement of dislocations in materials under applied stress and causes deformation
What affects slip
- crystal structure of material
- temperature of material
- presence of barriers (grain boudnaries, point defects, impurities
what does introducing slip barriers do
strengthen material
Comparison of discolations and crystal sturctures
FCC: many close-packed planes/directions
HCP: only 1 plane, 3 directions
BCC: None
HCP has fewer slip planes and are more ____
brittle
Ductility
amount of plastic deformation at failure
ductility percent elongation
%EL = (lf-l0)/lo X 100
ductility percent reduction in area
%RA = (Ao-Af)/Ao x 100
resilience
ability of a material to absorb energy during elastic deformation
linear stress-strain curve formula
Ur = 1/2(σy)(ey)
Toughness
amount of energy absorbed before fracture
how to measure toughness
approximate area under the stress-strain cruve at fracture point
hardness
measure of resistnace to surface plastic deformation - dent or scratch
safety factor
σw = σy/N
σw = working stress: F/A
σy = yield strength
dislocation density
total dislocation length/unit volume
edge dislocation motion
dislocation line moves in the same direction as force, perpendicular to t