Mechanical Testing and Properties (Callister: Chapter 6) • After completing this section, you should understand the principles and application of the following tests used to characterize engineering materials: – Tensile Test • • • • Engineering and True Stress and Strain Shape of stress-strain curves for ductile and brittle materials Elastic vs. plastic deformation Young’s modulus, yield strength, UTS, ductility – Hardness Test ES 021 Mechanical Testing and Properties 1 Engineering Stress and Strain • Consider a bar of length L0 and cross-sectional area A0. • If it is subjected to a load F, it will elongate an amount ΔL. If the load exceeds Fy, the bar will permanently deform. • What would you expect if: Area Length Yield Force Elongation at Yield Force A0 L0 Fy ΔLy 2A0 L0 A0 2L0 ES 021 Mechanical Testing and Properties 2 1 Engineering Stress and Strain • To remove the dependence of strength and elongation on the geometry of the specimen, we introduce: Units • Engineering Stress: σ= F A0 Force N = = Pa Area m 2 1N = 10 6 Pa = 1MPa mm 2 • Engineering Strain: ε= ES 021 l − l0 l0 Length = [−] Length (also ×100% ) Mechanical Testing and Properties 3 Engineering Stress and Strain • Consider a bar of length L0 and cross-sectional area A0. • If it is subjected to a load F, it will elongate an amount ΔL. If the load exceeds Fy, the bar will permanently deform. • What would you expect if: Area Length Yield Force A0 L0 Fy ΔLy 2A0 L0 2Fy ΔLy A0 2L0 Fy 2ΔLy ES 021 Elongation at Yield Stress Yield Strain Yield Force Mechanical Testing and Properties 4 2 Shear Stress and Strain • Engineering stress and strain are normal stresses and strains. – The force is perpendicular to the supporting cross-sectional area • If the load is applied parallel to the supporting cross-section, shear stresses and strains are developed. A F x y θ F Shear stress : τ = ES 021 F A Shear strain : γ = x = tan θ y Mechanical Testing and Properties 5 The Tensile Test • • Testing machines can be mechanical (shown) or hydraulic. Each type has its advantages and disadvantages. Specimen geometry: – Reduced gauge section ensures highest stress is away from gripping mechanism. – Many standard dimensions to fit various types of materials. ES 021 Mechanical Testing and Properties 6 3 Elastic Deformation • All materials will elongate in response to a tensile load. • The initial response is elastic – i.e. if the load is removed, the material will return to its initial size and shape. • A plot of stress vs. strain during elastic deformation is linear. • This linear relationship is known as Hooke’s law. σ = Eε E is the modulus of elasticity or Young’s Modulus. ES 021 Mechanical Testing and Properties 7 Modulus of Elasticity • In reality, the elastic response of many materials is not perfectly linear. • The modulus of elasticity is then determined by using the – Secant Modulus or – Tangent Modulus ES 021 Mechanical Testing and Properties 8 4 Bond Strength and Stiffness Energy • Just like a spring (F=kx), the stiffness of the bond is indicated by the slope of the force curve at F=0 r • Young’s Modulus is the “spring constant” for a solid. σ = Eε att ⎛ dF ⎞ E ∝⎜ ⎟ ⎝ dr ⎠ r0 Force ⎛ dF ⎞ ⎜ ⎟ ⎝ dr ⎠ r0 r rep ES 021 Mechanical Testing and Properties 9 Poisson’s Ratio • During elastic deformation, (i.e. prior to permanent deformation) the volume is not constant. • The contraction in the transverse direction is given by Poisson’s Ratio ν= −εx εz = −εy εz • For most metals, ν ≈ 0.3 ES 021 Mechanical Testing and Properties 10 5 Plastic Deformation • On initial loading, materials deform elastically. • If you continue to deform the material Hooke’s Law is no longer obeyed • Permanent or plastic deformation occurs. ES 021 Mechanical Testing and Properties 11 The Yield Strength • For materials that deform plastically, the stress at which the curve is no longer linear is the yield strength of the material. • In many cases, the transition is too gradual to determine accurately. In these cases, we define the 0.2% offset yield strength ES 021 Mechanical Testing and Properties 12 6 Upper and Lower Yield Point • Some materials, the best example is carbon steel, have an upper and lower yield point. • Why this happens is discussed in Chapter 7. ES 021 Mechanical Testing and Properties 13 Tensile Strength • We know from experience that plastic deformation can not go on forever… • If we continue to deform the material, the load (stress) reaches a maximum and then begins to decrease. • The point of maximum stress is called the (Ultimate) Tensile Strength • It is at this point that the specimen starts to “neck” ES 021 Mechanical Testing and Properties 14 7 Ductility • A material is considered to be ductile if it can undergo a significant amount of plastic deformation before fracture. ES 021 Mechanical Testing and Properties 15 Ductility • Ductility is an indication of how much a material can be plastically deformed before it fractures. • It is commonly measured as: • % Elongation % EL = l f − l0 l0 × 100% = ε f × 100% • % Reduction in Area ES 021 % RA = A0 − A f A0 × 100% Mechanical Testing and Properties 16 8 Stress-Strain Curve • When a material is pulled in tension: – it elongates in the tensile direction – and contracts in the transverse direction(s) • The tensile test measures the change in length. We need to be able to determine the change in cross-section • From the yield point to the onset of necking, we can do this by assuming that the volume is constant: A0 × l0 = Ai × li ES 021 Mechanical Testing and Properties 17 True Stress and True Strain • In some cases, particularly when modeling deformation processes, engineering stress and strain are not exact enough descriptions of the material behaviour. We need to use: • True Stress: σ= F Ai l1 • True Strain: ε=∫ l0 dl l ⎛l ⎞ ⎛A ⎞ = ln⎜⎜ 1 ⎟⎟ = ln⎜⎜ 0 ⎟⎟ ⎝ A1 ⎠ ⎝ l0 ⎠ ES 021 Mechanical Testing and Properties 18 9 Elastic Recovery • If the load is removed from the specimen during a tensile test, the material “springs back” elastically. • If you continued to plot stress and strain as the load is being removed… • … the curve would not go straight down, • The unloading curve will have a slope equal to Young’s Modulus. ES 021 Mechanical Testing and Properties 19 Temperature Effects • In general, increasing the temperature of deformation: – decreases yield strength – decreases tensile strength – increases ductility ES 021 Mechanical Testing and Properties 20 10 The Hardness Test • A measure of the materials ability to resist an indentation. • There are a number of common hardness test methods: – Rockwell: (based on depth of indentation) • many scales (B&C most common) • Fast, surface preparation not normally required – Brinell:(based on surface area of indentation) • Relatively large indent is made (can be detrimental) • Limited to softer materials (indenter is steel or WC) – Vickers:(based on projected area of indentation) • Usually a microhardness test – very small indentation. The indenting mechanism is incorporated into a microscope. • Surface must be polished because the indentation is so small. • VHN can be directly related to the strength of the material. ES 021 Mechanical Testing and Properties 21 The Hardness Test ES 021 Mechanical Testing and Properties 22 11 Hardness Tests ES 021 Mechanical Testing and Properties 23 12
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