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Engineering Stress

Engineering Stress. • Tensile stress, s :. • Shear stress, t :. F. F. F. t. t. Area, A. F. s. Area, A. F. s. F. t. F. F. t. s. F. t. =. F. lb. N. t. s. =. A. =. f. or. o. 2. 2. in. m. A. o. original area. before loading.

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Engineering Stress

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  1. Engineering Stress • Tensile stress, s: • Shear stress, t: F F F t t Area, A F s Area, A F s F t F F t s F t = F lb N t s = A = f or o 2 2 in m A o original area before loading  Stress has units: N/m2 or lbf/in2

  2. Common States of Stress F F A = cross sectional o area (when unloaded) F = s s s A o M F s A o A c F s = t A o M 2R • Simple tension: cable • Torsion (a form of shear): drive shaft Note: t = M/AcR here.

  3. OTHER COMMON STRESS STATES A o Canyon Bridge, Los Alamos, NM (photo courtesy P.M. Anderson) F = s Balanced Rock, Arches A National Park o • Simple compression: Note: compressive structure member (s < 0 here). (photo courtesy P.M. Anderson)

  4. OTHER COMMON STRESS STATES Fish under water s > 0 q s< 0 s > 0 z h • Bi-axial tension: • Hydrostatic compression: Pressurized tank (photo courtesy P.M. Anderson) (photo courtesy P.M. Anderson)

  5. Engineering Strain d /2 L e = L L w o w o o d /2 L g = Dx/y= tan q • Tensile strain: • Lateral strain: - d • Shear strain: q x y 90º - q Strain is always dimensionless. 90º

  6. F • Hooke's Law: s = Ee s E F e simple Linear- tension test elastic Linear Elastic Properties (If there is a linear response)

  7. Modulus of Elasticity • Modulus of Elasticity, E: (also known as Young's modulus) “Stiffness” of the material Linear behavior typically seen in metals and ceramics Units: Pressure (psi) Other materials do not have linear response (Grey cast iron, concrete, most polymers) • Tangent modulus: slope of stress strain curve • at some specified level of stress Secant modulus: slope of a secant drawn form the origin to some point on the stress strain curve

  8. Atomic Behavior • Slope of stress strain plot (which is proportional to the elastic modulus) depends on bond strength of metal

  9. Effect of Temperature E = f(T)

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