Part of ME-07 — Properties of Solids & Liquids

Definitions Glossary

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TermDefinitionUnit / Dimensions
Stress (σ)Restoring force per unit cross-sectional area of materialPa = N/m2m^{2}, [M1M^{1} L1L^{-1} T2T^{-2}]
StrainFractional deformation (dimensionless ratio of change to original)Dimensionless
Hooke's LawWithin elastic limit, stress is directly proportional to strain
Young's Modulus (Y)Ratio of longitudinal stress to longitudinal strain for a wirePa, [M1M^{1} L1L^{-1} T2T^{-2}]
Bulk Modulus (B)Ratio of normal stress to volumetric strain; B = −V(dP/dV)Pa, [M1M^{1} L1L^{-1} T2T^{-2}]
Shear Modulus (G)Ratio of shear stress to shear strainPa, [M1M^{1} L1L^{-1} T2T^{-2}]
CompressibilityReciprocal of Bulk modulus (1/B); ease of volume compressionPa1Pa^{-1}
Elastic limitMaximum stress beyond which material does not return to original shapePa
Yield pointStress at which large plastic deformation begins with little extra stressPa
Pascal's LawPressure applied to enclosed fluid is transmitted equally in all directions
Bernoulli's EquationEnergy conservation for ideal fluid flow: P + ½ρv2v^{2} + ρgh = constantPa
Viscosity (η)Measure of internal fluid friction; Newton's law: F = ηA(dv/dx)Pa·s, [M1M^{1} L1L^{-1} T1T^{-1}]
Terminal Velocity (v_t)Constant velocity reached when gravity = drag + buoyancym/s, [M0M^{0} L1L^{1} T1T^{-1}]
Surface Tension (S)Force per unit length acting along fluid surface; S = F/LN/m, [M1M^{1} L0L^{0} T2T^{-2}]
Excess PressurePressure difference across a curved liquid surface; 2S/R (drop), 4S/R (bubble)Pa
Capillary RiseRise (or fall) of liquid in a narrow tube; h = 2S cosθ/(ρgr)m
Contact Angle (θ)Angle between liquid surface and solid at their junctiondegrees (°)
Thermal Conductivity (K)Rate of heat flow per unit area per unit temperature gradientW m1m^{-1} K1K^{-1}
Stefan-Boltzmann Constant (σ)Constant in radiation law: σ = 5.67×1085.67 \times 10^{-8} W m2m^{-2} K4K^{-4}W m2m^{-2} K4K^{-4}
Equation of ContinuityA1A_{1}v_{1} = A2A_{2}v_{2} for incompressible fluid (mass conservation)

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