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hooke’s law for stress-strain

tensile stress
tensile force/applied area

shear stress
shear force/applied area

torsion
torque/polar moment of inertia
strain
change in length/original length (no units)

shear strain
∆x/y=tanθ

poisson’s ratio
dimensionless

nature of elastic forces

shear modulus

bulk modulus (K)

relationships between moduli for isotropic materials

stress-strain diagram for tensile testing

yield strength
stress at which a noticeable plastic deformation has occurred
0.2% method

tensile strength
maximum stress on engineering stress-strain curve
fracturing for metal
fracture occurs when noticeable necking starts
fracturing for polymers
fracture occurs when polymer backbone chains are aligned and about to break
percent elongation

percent reduction of area
at necking point

toughness
energy to break a unit volume of material
approximated by the area under stress-strain curve

resilience
ability of material to store energy (best stored in elastic region)

elastic strain recovery

true stress

true strain

trues stress-true strain curve
stops at yield point

strain hardening
as plastic defromation increases, metal becomes stronger

strain hardening curve fit equation

compression test
necking replaced by barreling due to friction between specimen and the platen
three point bending test
bending stress is higher, but shows greater scatter

four point bending test
bending stress is lower, but shows more consistent results

hardness
resistance to permanently indenting the surface
large hardness means resistance to plastic deformation in compression, and better wear properties