Aula 1 Sandro R Lautenschlager Mecnica dos Fluidos

  • Slides: 34
Download presentation
Aula 1 Sandro R. Lautenschlager Mecânica dos Fluidos 1 -Considerações Básicas

Aula 1 Sandro R. Lautenschlager Mecânica dos Fluidos 1 -Considerações Básicas

Mecânica dos Fluidos • Definição – Estudo dos líquidos e gases no qual não

Mecânica dos Fluidos • Definição – Estudo dos líquidos e gases no qual não há movimento (estáticos) e naqueles no qual há movimentos (dinâmica)

History Faces of Fluid Mechanics Archimedes (C. 287 -212 BC) Navier (1785 -1836) Newton

History Faces of Fluid Mechanics Archimedes (C. 287 -212 BC) Navier (1785 -1836) Newton (1642 -1727) Stokes (1819 -1903) Leibniz (1646 -1716) Reynolds (1842 -1912) Bernoulli Euler (1667 -1748) (1707 -1783) Prandtl Taylor (1875 -1953) (1886 -1975)

Weather & Climate Tornadoes Thunderstorm Global Climate Hurricanes

Weather & Climate Tornadoes Thunderstorm Global Climate Hurricanes

Vehicles Aircraft High-speed rail Surface ships Submarines

Vehicles Aircraft High-speed rail Surface ships Submarines

Environment Air pollution River hydraulics

Environment Air pollution River hydraulics

Physiology and Medicine Blood pump Ventricular assist device

Physiology and Medicine Blood pump Ventricular assist device

Sports & Recreation Water sports Auto racing Cycling Offshore racing Surfing

Sports & Recreation Water sports Auto racing Cycling Offshore racing Surfing

Aplicação em engenharia Computer Simulations Save US $150, 000 in Commuter Jet Design by

Aplicação em engenharia Computer Simulations Save US $150, 000 in Commuter Jet Design by Reducing Wind Tunnel Testing

Aplicação em engenharia

Aplicação em engenharia

Aplicação em engenharia

Aplicação em engenharia

Aplicação em engenharia

Aplicação em engenharia

Propriedades dos Fluidos • Peso específico Onde: g-gravidade local (9, 8 m/s 2); r-massa

Propriedades dos Fluidos • Peso específico Onde: g-gravidade local (9, 8 m/s 2); r-massa especifica (kg/m 3); g-peso específico (kg/m 2 s 2) ou N/m 3

Propriedades dos Fluidos • Densidade Temperatura de referência 40 C

Propriedades dos Fluidos • Densidade Temperatura de referência 40 C

Variação de temperatura com a

Variação de temperatura com a

Massa Específica

Massa Específica

Peso Específico

Peso Específico

Nas condições Normais Massa Especifica (kg/m 3) Peso Especifico (N/m 3) Densidade Ar 1,

Nas condições Normais Massa Especifica (kg/m 3) Peso Especifico (N/m 3) Densidade Ar 1, 23 12, 1 0, 00123 Água 1000 9810 1

Some Simple Flows • Flow between a fixed and a moving plate Fluid in

Some Simple Flows • Flow between a fixed and a moving plate Fluid in contact with the plate has the same velocity as the plate u = x-direction component of velocity y Moving plate u=V V B Fluid Fixed plate x u=0

Some Simple Flows • Flow through a long, straight pipe Fluid in contact with

Some Simple Flows • Flow through a long, straight pipe Fluid in contact with the pipe wall has the same velocity as the wall u = x-direction component of velocity R r x V Fluid

Fluid Deformation • Flow between a fixed and a moving plate • Force causes

Fluid Deformation • Flow between a fixed and a moving plate • Force causes plate to move with velocity V and the fluid deforms continuously. y Moving plate t 0 u=V t 1 t 2 Fluid Fixed plate x u=0

Fluid Deformation Shear stress on the plate is proportional to deformation rate of the

Fluid Deformation Shear stress on the plate is proportional to deformation rate of the fluid y d. L t da dy Moving plate u=V+d. V t+dt dx Fluid Fixed plate x u=V

Shear in Different Fluids • Shear-stress relations for different types of fluids • Newtonian

Shear in Different Fluids • Shear-stress relations for different types of fluids • Newtonian fluids: linear relationship • Slope of line (coefficient of proportionality) is “viscosity”

Viscosity • Newton’s Law of Viscosity • Units • Water (@ 20 o. C)

Viscosity • Newton’s Law of Viscosity • Units • Water (@ 20 o. C) – • V+dv Air (@ 20 o. C) – • m = 1 x 10 -3 N-s/m 2 m = 1. 8 x 10 -5 N-s/m 2 Kinematic viscosity V

Flow between 2 plates Force is same on top and bottom Thus, slope of

Flow between 2 plates Force is same on top and bottom Thus, slope of velocity profile is constant and velocity profile is a st. line y Moving plate u=V V B Fluid Fixed plate Force acting ON the plate x u=0

Flow between 2 plates Shear stress anywhere between plates y Moving plate V u=V

Flow between 2 plates Shear stress anywhere between plates y Moving plate V u=V t B t Fixed plate Shear on fluid x u=0

Flow between 2 plates • 2 different coordinate systems B r x y V

Flow between 2 plates • 2 different coordinate systems B r x y V x

Example: Journal Bearing • Given – – – Rotation rate, w = 1500 rpm

Example: Journal Bearing • Given – – – Rotation rate, w = 1500 rpm d = 6 cm l = 40 cm D = 6. 02 cm SGoil = 0. 88 noil = 0. 003 m 2/s • Find: Torque and Power required to turn the bearing at the indicated speed.

Example: cont. • Assume: Linear velocity profile in oil film

Example: cont. • Assume: Linear velocity profile in oil film

Compressibilidade Módulo de elasticidade volumétrica

Compressibilidade Módulo de elasticidade volumétrica

Módulo de elasticidade para água • B=2100 MPa ou 21000 x atm Mudança 1%

Módulo de elasticidade para água • B=2100 MPa ou 21000 x atm Mudança 1% 21 Mpa (210 atm) Líquidos podem ser considerados incompressíveis

Cálculo velocidade do som Exemplo para água c = 1450 m/s (condições normais )

Cálculo velocidade do som Exemplo para água c = 1450 m/s (condições normais )

Data da Provas • • P 1 17/08/11 Cap. 1 e 2; P 2

Data da Provas • • P 1 17/08/11 Cap. 1 e 2; P 2 05/10/11 Cap. 3 e 4; P 3 21/11/11 Cap 4 e 6. Exame 5/12/11 Avaliação final Cap. 1, 2, 3, 4 e 6