1. Mechanical Properties zBasic concepts ystress and strain xtensile and shear xengineering and true yPoisson’s ratio yModulus zDeformation yplastic and elastic

2. Mechanical Properties yTensile properties yElastic recovery yductility

3. Tensile Stress and Strain zStress yratio of the perpindicular force applied to a specimen divided by its original cross sectional area. xFormally called engineering stress xStress is measured in units of megapascals (MPa)

4. Tensile Stress and Strain zStrain ythe ratio of change in length due to deformation to the original length of the specimen xformally called engineering strain xstrain is unitless, but often units of m/m are used.

5. Tensile Stress and Strain

6. Shear Stress and Strain  Tensile stress is used in cases where purely sheer force is applied to a specimen and is given the symbol . yFormula for calculation and units remain the same as tensile stress. yDiffers from tensile stress only in the direction of the applied force (parallel for shear and perpendicular for tensile)

7. Shear Stress and Strain  Shear strain (  ) is defined as the tangent of the angle , and, in essence, determines to what extent the plane was displaced.

8. Stress-Strain Relationship zHooke’s Law yfor materials stressed in tension, at relatively low levels, stress and strain are proportional through: yconstant E is known as the modulus of elasticity, or Young’s modulus. xMeasured in MPa and can range in values from ~4.5x10 4 - 40x10 7 MPa

9. Stress-Strain Relationship zShear stress and strain are related in a similar manner, but with a different constant of proportionality ythe constant G is called the shear modulus and relates the shear stress and strain in the elastic region.

10. Poisson’s Ratio zWhen a material is placed under a tensile stress, an accompanying strain is created in the same direction. yAs a result of this elongation, there will be constrictions in the other two directions.  Poisson’s ratio,, is the ratio of the lateral to axial strains.

11. Poisson’s Ratio zTheoretically, isotropic materials will have a value for Poisson’s ratio of 0.25.  The maximum value of is 0.5 xdenotes no volume change during deformation. yMost metals exhibit values between 0.25 and 0.35 zIt is also used to relate shear and elastic moduli

12. Plastic Deformation zElastic deformation only occurs to strains of about 0.005. yAfter this point, plastic (non-recoverable) deformation occurs, and Hooke’s Law is no longer valid. zOn an atomic level, plastic deformation is caused by slip, where atomic bonds are broken by dislocation motion, and new bonds are formed.

13. Plastic Deformation

14. Tensile Properties zYield Strength  denoted  y, it is the strain corresponding to the elastic-plastic transition. yCalculated from a 0.002 strain offset from the origin, intersecting with the stress-strain curve. zTensile Strength ystresses increase after yielding until a maximum is reached -- tensile strength (TS)

15. Tensile Properties yPrior to TS, the stress in the specimen is uniformly distributed. yAfter TS, necking occurs with localization of the deformation to the necking area, which will rapidly go to failure.

16. Elastic Recovery zAfter a load is released from a stress- strain test, some of the total deformation is recovered as elastic deformation. yDuring unloading, the curve traces a nearly identical straight line path from the unloading point xparallel to the initial elastic portion of the curve yThe recovered strain is calculated as the strain at unloading minus the strain after the load is totally released.

17. Elastic Recovery

18. Ductility zDuctility is a measure of the degree of plastic deformation at fracture yexpressed as percent elongation yalso expressed as percent area reduction yl f and A f are length and area at fracture