Ch 4 - Mechanical Properties of Biomaterials Flashcards
Dynamic mechanical analysis (DMA)
• “Dog-bone” geometry: tensile stress at middle of sample → more reproducible fracture
• Instrumentation
1 . Grips/activator (holds sample, moves grip)
2. Load cell (records instantaneous load)
3. Extensometer (records instantaneous length)
4. Computer (converts signals to σ-ε curve)
- Tensile, compressive, creep and stress relaxation tests
General σ-ε curves (∀ material)
I. Ceramic: linear, steep slope (\elastic deformation, stronger bonds)
II. Metal (linear, then inverted parabola) = better for loads b/c ductile and more \plastic deformation
III. Semi-crystalline polymer (linear, then upward curl)
IV. Elastomer (logarithmic, then upward curl)
Engineering stress
σ = F⊥ / A_o
where A_o = init. CSA
* Meas. in Pa
** Engr. assumes neglig. change in size during testing
Engineering strain
ε = (L_i − L_o) / L_o
- Dimensionless
- Engr. assumes neglig. change in size during testing
Shear testing
Produces forces // to top and bottom faces of sample
Shear stress
τ = F_(||) / A_o
* F_|| = shear force, can cause sample defor. of angle θ
Shear strain
γ=tan(θ)
Torsion forces
Twists cylindrical specimen to cause deformation of angle φ
Hooke’s law
σ = Eε
where E = \elastic modulus
Elastic modulus
“E” = linear slope of stress-strain curve
- Meas. in MPa
- Stronger interatomic bonds = ↓ defor. = ↑ E (∴ more energy to separate)
Elastic deformation
Linear stress/strain relationship
Shear modulus (modulus of rigidity)
“G” = slope of τ-γ curve in elastic region
s.t. τ = Gγ
Transverse strain
ε_t = Δd /d_o
* Subsequential contraction ⊥ to axial tension
Poisson’s ratio
ν = −ε_t / ε_a
* Dimensionless, must be [+]!
Elastic & Rigid Moduli
E = 2G (1 + ν)
direction dependence
[polymers]
• along axis: 1 ° covalent bonds, mech prop’s similar to metals/ceramics
• else: 2 ° forces dominate, reduces mech prop’s
Plastic deformation
• Permanent, sample never completely returns to original shape
• Non-linear portion of stress/strain curve
* Does not follow Hooke’s law
Yield strength
“σ_y” = stress end of elastic region (start plastic defor.)
- Draw 0.2% offset line (0.002) on x-axis, // to elastic portion
- Key design param. b/c end of elasticity
Yield point strain
“ε_yp” = strain at end of elastic region
* Draw 0.2% offset line (0.002) on x-axis, // to elastic portion
Ultimate Tensile Strength (UTS)
[crystalline e.g. metals/ceramics]
“σ_UTS” = necking of specimen
∴ no longer uniform strain across entire specimen, only defor. at necking area
Fracturing strength
“σ_f” = stress at fracture
* after onset of necking, ↓ stress to cause further plastic defor.
∴ σ_frac < σ_UTS
Ductility
Ability of material to deform plastically before breaking
Brittleness
- Mat’ls w/ low ductility
* Fracture w/ little plastic deformation e.g. ceramics