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Á¦Ñ§ mechanics
Å£¶ÙÁ¦Ñ§ Newtonian mechanics
¾­µäÁ¦Ñ§ classical mechanics
¾²Á¦Ñ§ statics
Ô˶¯Ñ§ kinematics
¶¯Á¦Ñ§ dynamics
¶¯Àíѧ kinetics
ºê¹ÛÁ¦Ñ§ macroscopic mechanics,macromechanics
ϸ¹ÛÁ¦Ñ§ mesomechanics
΢¹ÛÁ¦Ñ§ microscopic mechanics,micromechanics
Ò»°ãÁ¦Ñ§ general mechanics
¹ÌÌåÁ¦Ñ§ solid mechanics
Á÷ÌåÁ¦Ñ§ fluid mechanics
ÀíÂÛÁ¦Ñ§ theoretical mechanics
Ó¦ÓÃÁ¦Ñ§ applied mechanics
¹¤³ÌÁ¦Ñ§ engineering mechanics
ʵÑéÁ¦Ñ§ experimental mechanics
¼ÆËãÁ¦Ñ§ computational mechanics
ÀíÐÔÁ¦Ñ§ rational mechanics
ÎïÀíÁ¦Ñ§ physical mechanics
µØÇò¶¯Á¦Ñ§ geodynamics
Á¦ force
×÷Óõã point of action
×÷ÓÃÏß line of action
Á¦Ïµ system of forces
Á¦ÏµµÄ¼ò»¯ reduction of force system
µÈЧÁ¦Ïµ equivalent force system
¸ÕÌå rigid body
Á¦µÄ¿É´«ÐÔ transmissibility of force
ƽÐÐËıßÐζ¨Ôò parallelogram rule
Á¦Èý½ÇÐÎ force triangle
Á¦¶à±ßÐÎ force polygon
ÁãÁ¦Ïµ null-force system
ƽºâ equilibrium
Á¦µÄƽºâ equilibrium of forces
ƽºâÌõ¼þ equilibrium condition
ƽºâλÖà equilibrium position
ƽºâ̬ equilibrium state
·ÖÎöÁ¦Ñ§ analytical mechanics
À­¸ñÀÊÈÕ³Ë×Ó Lagrange multiplier
À­¸ñÀÊÈÕ[Á¿] Lagrangian
À­¸ñÀÊÈÕÀ¨ºÅ Lagrange bracket
Ñ­»·×ø±ê cyclic coordinate
Ñ­»·»ý·Ö cyclic integral
¹þÃܶÙ[Á¿] Hamiltonian
¹þÃܶٺ¯Êý Hamiltonian function
ÕýÔò·½³Ì canonical equation
ÕýÔòÉ㶯 canonical perturbation
ÕýÔò±ä»» canonical transformation
ÕýÔò±äÁ¿ canonical variable
¹þÃܶÙÔ­Àí Hamilton principle
×÷ÓÃÁ¿»ý·Ö action integral
¹þÃܶÙ--Ñſɱȷ½³Ì Hamilton-Jacobi equation
×÷ÓÃ--½Ç¶È±äÁ¿ action-angle variables
°¢Åå¶û·½³Ì Appell equation
ÀÍ˹·½³Ì Routh equation
À­¸ñÀÊÈÕº¯Êý Lagrangian function
ÅµÌØ¶¨Àí Noether theorem
²´ËÉÀ¨ºÅ poisson bracket
±ß½ç»ý·Ö·¨ boundary integral method
²¢Ê¸ dyad
Ô˶¯Îȶ¨ÐÔ stability of motion
¹ìµÀÎȶ¨ÐÔ orbital stability
ÀîÑÅÆÕŵ·òº¯Êý Lyapunov function
½¥½üÎȶ¨ÐÔ asymptotic stability
½á¹¹Îȶ¨ÐÔ structural stability
¾ÃÆÚ²»Îȶ¨ÐÔ secular instability
¸¥Âå¿­¶¨Àí Floquet theorem
Ç㸲Á¦¾Ø capsizing moment
×ÔÓÉÕñ¶¯ free vibration
¹ÌÓÐÕñ¶¯ natural vibration
ÔÝ̬ transient state
»·¾³Õñ¶¯ ambient vibration
·´¹²Õñ anti-resonance
Ë¥¼õ attenuation
¿âÂØ×èÄá Coulomb damping
ͬÏà·ÖÁ¿ in-phase component
·ÇͬÏà·ÖÁ¿ out-of -phase component
³¬µ÷Á¿ overshoot
²ÎÁ¿[¼¤Àø]Õñ¶¯ parametric vibration ¡¡
Ä£ºýÕñ¶¯ fuzzy vibration
ÁÙ½çתËÙ critical speed of rotation
×èÄáÆ÷ damper
°ë·å¿í¶È half-peak width
¼¯×ܲÎÁ¿ÏµÍ³ lumped parameter system
ÏàÆ½Ãæ·¨ phase plane method
Ïà¹ì¼£ phase trajectory
µÈÇãÏß·¨ isocline method
ÌøÔ¾ÏÖÏó jump phenomenon
¸º×èÄá negative damping
´ï·Ò·½³Ì Duffing equation
Ï£¶û·½³Ì Hill equation
KBM·½·¨ KBM method, Krylov-Bogoliu-bov-Mitropol'skii method
ÂíµÙ¶ò·½³Ì Mathieu equation
ƽ¾ù·¨ averaging method
×éºÏÒôµ÷ combination tone
½âг detuning
ºÄÉ¢º¯Êý dissipative function
Ó²¼¤Àø hard excitation
Ó²µ¯»É hard spring, hardening spring
г²¨Æ½ºâ·¨ harmonic balance method
¾ÃÆÚÏî secular term
×Ô¼¤Õñ¶¯ self-excited vibration
·Ö½çÏß separatrix
ÑÇг²¨ subharmonic
Èíµ¯»É soft spring ,softening spring
Èí¼¤Àø soft excitation
µË¿ËÀû¹«Ê½ Dunkerley formula
ÈðÀû¶¨Àí Rayleigh theorem
·Ö²¼²ÎÁ¿ÏµÍ³ distributed parameter system
ÓÅÊÆÆµÂÊ dominant frequency
ģ̬·ÖÎö modal analysis
¹ÌÓÐģ̬ natural mode of vibration
ͬ²½ synchronization
³¬Ð³²¨ ultraharmonic
·¶µÂ²¨¶û·½³Ì van der pol equation
ƵÆ× frequency spectrum
»ùƵ fundamental frequency
WKB·½·¨ WKB method, Wentzel-Kramers-Brillouin method
»º³åÆ÷ buffer
·ç¼¤Õñ¶¯ aeolian vibration
ÎËÃù buzz
µ¹Æ× cepstrum
²ü¶¯ chatter
ÉßÐÐ hunting
×迹ƥÅä impedance matching
»úеµ¼ÄÉ mechanical admittance
»úеЧÂÊ mechanical efficiency
»úе×迹 mechanical impedance
Ëæ»úÕñ¶¯ stochastic vibration, random vibration
¸ôÕñ vibration isolation
¼õÕñ vibration reduction
Ó¦Á¦¹ý³å stress overshoot
´­Õñ surge
°ÚÕñ shimmy
Æð·üÔ˶¯ phugoid motion
Æð·üÕñµ´ phugoid oscillation
³ÛÕñ galloping
ÍÓÂݶ¯Á¦Ñ§ gyrodynamics
ÍÓÂÝ°Ú gyropendulum
ÍÓÂÝÆ½Ì¨ gyroplatform
ÍÓÂÝÁ¦¾Ø gyroscoopic torque
ÍÓÂÝÎȶ¨Æ÷ gyrostabilizer
ÍÓÂÝÌå gyrostat
¹ßÐÔµ¼º½ inertial guidance
×Ë̬½Ç attitude angle
·½Î»½Ç azimuthal angle
ÊæÀÕÖÜÆÚ Schuler period
»úÆ÷È˶¯Á¦Ñ§ robot dynamics
¶àÌåϵͳ multibody system
¶à¸ÕÌåϵͳ multi-rigid-body system
»ú¶¯ÐÔ maneuverability
¿­¶÷·½·¨ Kane method
ת×Ó[ϵͳ]¶¯Á¦Ñ§ rotor dynamics
ת×Ó[Ò»Ö§³ÐÒ»»ù´¡]ϵͳ rotor-support-foundation system
¾²Æ½ºâ static balancing
¶¯Æ½ºâ dynamic balancing
¾²²»Æ½ºâ static unbalance
¶¯²»Æ½ºâ dynamic unbalance
ÏÖ³¡Æ½ºâ field balancing
²»Æ½ºâ unbalance
²»Æ½ºâÁ¿ unbalance
»¥ñîÁ¦ cross force
ÄÓÐÔת×Ó flexible rotor
·ÖƵ½ø¶¯ fractional frequency precession
°ëƵ½ø¶¯ half frequency precession
ÓÍĤÕñµ´ oil whip
ת×ÓÁÙ½çתËÙ rotor critical speed
×Ô¶¯¶¨ÐÄ self-alignment
ÑÇÁÙ½çתËÙ subcritical speed
Îж¯ whirl
Á¬Ðø¹ý³Ì continuous process
Åöײ½ØÃæ collision cross section
ͨÓÃÆøÌå³£Êý conventional gas constant
ȼÉÕ²»Îȶ¨ÐÔ combustion instability
Ï¡ÊÍ¶È dilution
ÍêÈ«Àë½â complete dissociation
»ðÑæ´«²¥ flame propagation
×é·Ý constituent
Åöײ·´Ó¦ËÙÂÊ collision reaction rate
ȼÉÕÀíÂÛ combustion theory
Ũ¶ÈÌÝ¶È concentration gradient
Òõ¼«¸¯Ê´ cathodic corrosion
»ðÑæËÙ¶È flame speed
»ðÑæ×¤¶¨ flame stabilization
»ðÑæ½á¹¹ flame structure
×Å»ð ignition
ÍÄÁ÷»ðÑæ turbulent flame
²ãÁ÷»ðÑæ laminar flame
ȼÉÕ´ø burning zone
ÉøÁ÷ flow in porous media, seepage
´ïÎ÷¶¨ÂÉ Darcy law
ºÕ¶û-ФÁ÷ Hele-Shaw flow
ë[ϸ]¹ÜÁ÷ capillary flow
¹ýÂË filtration
צ½ø fingering
²»»¥ÈÜÇýÌæ immiscible displacement
²»»¥ÈÜÁ÷Ìå immiscible fluid
»¥ÈÜÇýÌæ miscible displacement
»¥ÈÜÁ÷Ìå miscible fluid
Ç¨ÒÆÂÊ mobility
Á÷¶È±È mobility ratio
ÉøÍ¸ÂÊ permeability
¿×϶¶È porosity
¶à¿×½éÖÊ porous medium
±ÈÃæ specific surface
ÓØÇú¶È tortuosity
¿Õ϶ void
¿Õ϶·ÖÊý void fraction
עˮ water flooding
¿ÉʪÐÔ wettability
µØÇòÎïÀíÁ÷Ì嶯Á¦Ñ§ geophysical fluid dynamics
ÎïÀíº£Ñóѧ physical oceanography
´óÆø»·Á÷ atmospheric circulation
º£Ñó»·Á÷ ocean circulation
º£ÑóÁ÷ ocean current
ÐýתÁ÷ rotating flow
ƽÁ÷ advection
°£¿ËÂüÁ÷ Ekman flow
°£¿ËÂü±ß½ç²ã Ekman boundary layer
´óÆø±ß½ç²ã atmospheric boundary layer
´óÆø-º£ÑóÏ໥×÷Óà atmosphere-ocean interaction
°£¿ËÂüÊý Ekman number
ÂÞ˹±´Êý Rossby unmber
ÂÞ˹±´²¨ Rossby wave
бѹÐÔ baroclinicity
ÕýѹÐÔ barotropy
ÄÚÄ¥²Á internal friction
º£Ñó²¨ ocean wave
ÑÎ¶È salinity
»·¾³Á÷ÌåÁ¦Ñ§ environmental fluid mechanics
˹ÍпË˹Á÷ Stokes flow
ÓðÁ÷ plume
Àí²éÉ­Êý Richardson number
ÎÛȾԴ pollutant source
ÎÛȾÎïÀ©É¢ pollutant diffusion
ÔëÉù noise
ÔëÉù¼¶ noise level
ÔëÉùÎÛȾ noise pollution
ÅÅ·ÅÎï effulent
¹¤ÒµÁ÷ÌåÁ¦Ñ§ industrical fluid mechanics
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ľ³æ (ÕýʽдÊÖ)


Á÷¿Ø¼¼Êõ fluidics
ÖáÏòÁ÷ axial flow
²¢ÏòÁ÷ co-current flow
¶ÔÏòÁ÷ counter current flow
ºáÏòÁ÷ cross flow
ÂÝÐýÁ÷ spiral flow
ÐýÅ¡Á÷ swirling flow
ÖͺóÁ÷ after flow
»ìºÏ²ã mixing layer
¶¶Õñ buffeting
·çѹ wind pressure
¸½±ÚЧӦ wall attachment effect, Coanda effect
¼òԼƵÂÊ reduced frequency
±¬Õ¨Á¦Ñ§ mechanics of explosion
Öյ㵯µÀѧ terminal ballistics
¶¯Ì¬³¬¸ßѹ¼¼Êõ dynamic ultrahigh pressure technique
Á÷Ì嵯ËÜÐÔÌå hydro-elastoplastic medium
ÈÈËܲ»Îȶ¨ÐÔ thermoplastic instability
¿ÕÖб¬Õ¨ explosion in air
µØÏ±¬Õ¨ underground explosion
ˮϱ¬Õ¨ underwater explosion
µç±¬Õ¨ discharge-induced explosion
¼¤¹â±¬Õ¨ laser-induced explosion
ºË±¬Õ¨ nuclear explosion
µã±¬Õ¨ point-source explosion
ѳ±¬ sympathatic detonation
Ç¿±¬Õ¨ intense explosion
Á£×ÓÊø±¬Õ¨ explosion by beam radiation
¾Û±¬ implosion
Æð±¬ initiation of explosion
񪒒 blasting
»ôÆÕ½ðÉ­¸Ë Hopkinson bar
µçÅÚ electric gun
µç´ÅÅÚ electromagnetic gun
±¬Õ¨¶´ explosion chamber
ÇáÆøÅÚ light gas gun
ÂíºÕ·´Éä Mach reflection
»ùÀË base surge
³É¿Ó cratering
ÄÜÁ¿³Á»ý energy deposition
±¬ÐÄ explosion center
±¬Õ¨µ±Á¿ explosion equivalent
»ðÇò fire ball
±¬¸ß height of burst
Ä¢¹½ÔÆ mushroom
ÇÖ³¹ penetration
¹æÔò·´Éä regular reflection
±ÀÂä spallation
Ó¦±äÂÊÊ· strain rate history
Á÷±äѧ rheology
¾ÛºÏÎï¼õ×è drag reduction by polymers
¼·³ö[Îï]ÕÍ´ó extrusion swell, die swell
Î޹ܺçÎü tubeless siphon
¼ôÕÍЧӦ dilatancy effect
¿×ѹ[Îó²î]ЧӦ hole-pressure[error]effect
¼ôÇÐÖ³í shear thickening
¼ôÇÐÖÂÏ¡ shear thinning
´¥±äÐÔ thixotropy
·´´¥±äÐÔ anti-thixotropy
³¬ËÜÐÔ superplasticity
Õ³µ¯ËÜÐÔ²ÄÁÏ viscoelasto-plastic material
Ö͵¯ÐÔ²ÄÁÏ anelastic material
±¾¹¹¹ØÏµ constitutive relation
Âó¿Ë˹ΤģÐÍ Maxwell model
ÎÖÒÁÌØ-¿ª¶ûÎÄÄ£ÐÍ Voigt-Kelvin model
±ö¶òÄ·Ä£ÐÍ Bingham model
°ÂÒÁÂåÌØÄ£ÐÍ Oldroyd model
ÃÝÂÉÄ£ÐÍ power law model
Ó¦Á¦ËÉ³Û stress relaxation
Ó¦±äÊ· strain history
Ó¦Á¦Ê· stress history
¼ÇÒ亯Êý memory function
Ë¥Í˼ÇÒä fading memory
Ó¦Á¦Ôö³¤ stress growing
Õ³¶Èº¯Êý voscosity function
Ïà¶ÔÕ³¶È relative viscosity
¸´Ì¬Õ³¶È complex viscosity
À­ÉìÕ³¶È elongational viscosity
À­ÉìÁ÷¶¯ elongational flow
µÚÒ»·¨ÏòÓ¦Á¦²î first normal-stress difference
µÚ¶þ·¨ÏòÓ¦Á¦²î second normal-stress difference
µÂ²©À­Êý Deborah number
κɭ±´¸ñÊý Weissenberg number
¶¯Ì¬Ä£Á¿ dynamic modulus
Õñµ´¼ôÇÐÁ÷ oscillatory shear flow
ÓîÖæÆøÌ嶯Á¦Ñ§ cosmic gas dynamics
µÈÀë[×Ó]Ì嶯Á¦Ñ§ plasma dynamics
µçÀëÆøÌå ionized gas
ÐÐÐDZ߽ç²ã planetary boundary layer
°¢¶ûÎIJ¨ Alfven wave
²´ËàÒ¶-¹þÌØÂüÁ÷] Poiseuille-Hartman flow
¹þÌØÂüÊý Hartman number
ÉúÎïÁ÷±äѧ biorheology
ÉúÎïÁ÷Ìå biofluid
ÉúÎïÇü·þµã bioyield point
ÉúÎïÇü·þÓ¦Á¦ bioyield stress
µçÆøÌåÁ¦Ñ§ electro-gas dynamics
ÌúÁ÷ÌåÁ¦Ñ§ ferro-hydrodynamics
ѪҺÁ÷±äѧ hemorheology, blood rheology
ѪҺ¶¯Á¦Ñ§ hemodynamics
´ÅÁ÷ÌåÁ¦Ñ§ magneto fluid mechanics
´ÅÁ÷Ì嶯Á¦Ñ§ magnetohydrodynamics, MHD
´ÅÁ÷Ì嶯Á¦²¨ magnetohydrodynamic wave
´ÅÁ÷ÌåÁ÷ magnetohydrodynamic flow
´ÅÁ÷Ì嶯Á¦Îȶ¨ÐÔ magnetohydrodynamic stability
ÉúÎïÁ¦Ñ§ biomechanics
ÉúÎïÁ÷ÌåÁ¦Ñ§ biological fluid mechanics
ÉúÎï¹ÌÌåÁ¦Ñ§ biological solid mechanics
±ö¶òÄ·ËÜÐÔÁ÷ Bingham plastic flow
¿ª¶ûÎÄÌå Kelvin body
ÎÖÒÁÌØÌå Voigt body
¿ÉÌù±äÐÎ applicable deformation
¿ÉÌùÇúÃæ applicable surface
±ß½çÈó»¬ boundary lubrication
ҺĤÈó»¬ fluid film lubrication
ÏòÐÄÊÕËõ¹¦ concentric work
ÀëÐÄÊÕËõ¹¦ eccentric work
¹Ø½Ú·´×÷ÓÃÁ¦ joint reaction force
΢ѭ»·Á¦Ñ§ microcyclic mechanics
΢ÏËά microfibril
ÉøÍ¸ÐÔ permeability
ÉúÀíºá½ØÃæ»ý physiological cross-sectional area
ũҵÉúÎïÁ¦Ñ§ agrobiomechanics
ÏËά¶È fibrousness
ӲƤ¶È rustiness
½ºÕ³¶È gumminess
Õ³³í¶È stickiness
ÄÛ¶È tenderness
ÉøÍ¸Á÷ osmotic flow
Ò×λÁ÷ translocation flow
ÕôÌÚÁ÷ transpirational flow
¹ýÂË×èÁ¦ filtration resistance
ѹ±â wafering
·çÑ©Á÷ snow-driving wind
Í£ÖͶѻý accretion
Óö×è¶Ñ»ý encroachment
ɳĮµØÃæ desert floor
Á÷ɳ¹Ì¶¨ fixation of shifting sand
Á÷¶¯ãÐÖµ fluid threshold

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µ¯ÐÔÁ¦Ñ§ elasticity
µ¯ÐÔÀíÂÛ theory of elasticity
¾ùÔÈÓ¦Á¦×´Ì¬ homogeneous state of stress
Ó¦Á¦²»±äÁ¿ stress invariant
Ó¦±ä²»±äÁ¿ strain invariant
Ó¦±äÍÖÇò strain ellipsoid
¾ùÔÈÓ¦±ä״̬ homogeneous state of strain
Ó¦±äЭµ÷·½³Ì equation of strain compatibility
À­Ã·³£Á¿ Lame constants
¸÷ÏòͬÐÔµ¯ÐÔ isotropic elasticity
ÐýתԲÅÌ rotating circular disk
Ш wedge
¿ª¶ûÎÄÎÊÌâ Kelvin problem
²¼Î÷ÄÚ˹¿ËÎÊÌâ Boussinesq problem
°¬ÀïÓ¦Á¦º¯Êý Airy stress function
¿ËÂÞË÷·ò--ÄÂ˹ºÕÀûʲάÀû·¨ Kolosoff-Muskhelishvili method
»ù¶û»ô·ò¼ÙÉè Kirchhoff hypothesis
°å Plate
¾ØÐΰå Rectangular plate
Ô²°å Circular plate
»·°å Annular plate
²¨Îưå Corrugated plate
¼Ó¾¢°å Stiffened plate,reinforced Plate
Öкñ°å Plate of moderate thickness
Íä[Çú]Ó¦Á¦º¯Êý Stress function of bending
¿Ç Shell
񃨀 Shallow shell
Ðýת¿Ç Revolutionary shell
Çò¿Ç Spherical shell
[Ô²]Öù¿Ç Cylindrical shell
×¶¿Ç Conical shell
»·¿Ç Toroidal shell
·â±Õ¿Ç Closed shell
²¨ÎÆ¿Ç Corrugated shell
Ť[ת]Ó¦Á¦º¯Êý Stress function of torsion
ÇÌÇúº¯Êý Warping function
°ëÄæ½â·¨ semi-inverse method
ÈðÀû--Àï´Ä·¨ Rayleigh-Ritz method
Ëɳڷ¨ Relaxation method
À³Î¬·¨ Levy method
ËÉ³Ú Relaxation
Á¿¸Ù·ÖÎö Dimensional analysis
×ÔÏàËÆ[ÐÔ] self-similarity
Ó°ÏìÃæ Influence surface
½Ó´¥Ó¦Á¦ Contact stress
ºÕ×ÈÀíÂÛ Hertz theory
Эµ÷½Ó´¥ Conforming contact
»¬¶¯½Ó´¥ Sliding contact
¹ö¶¯½Ó´¥ Rolling contact
ѹÈë Indentation
¸÷ÏòÒìÐÔµ¯ÐÔ Anisotropic elasticity
¿ÅÁ£²ÄÁÏ Granular material
É¢ÌåÁ¦Ñ§ Mechanics of granular media
Èȵ¯ÐÔ Thermoelasticity
³¬µ¯ÐÔ Hyperelasticity
Õ³µ¯ÐÔ Viscoelasticity
¶ÔÓ¦Ô­Àí Correspondence principle
ñÞÖå Wrinkle
ËÜÐÔÈ«Á¿ÀíÂÛ Total theory of plasticity
»¬¶¯ Sliding
΢»¬ Microslip
´Ö²Ú¶È Roughness
·ÇÏßÐÔµ¯ÐÔ Nonlinear elasticity
´óÄÓ¶È Large deflection
Í»µ¯Ìø±ä snap-through
ÓÐÏÞ±äÐÎ Finite deformation
¸ñÁÖÓ¦±ä Green strain
°¢¶ûÂüÎ÷Ó¦±ä Almansi strain
µ¯ÐÔ¶¯Á¦Ñ§ Dynamic elasticity
Ô˶¯·½³Ì Equation of motion
×¼¾²Ì¬µÄ Quasi-static
Æø¶¯µ¯ÐÔ Aeroelasticity
Ë®µ¯ÐÔ Hydroelasticity
²üÕñ Flutter
µ¯ÐÔ²¨ Elastic wave
¼òµ¥²¨ Simple wave
ÖùÃæ²¨ Cylindrical wave
ˮƽ¼ôÇв¨ Horizontal shear wave
ÊúÖ±¼ôÇв¨ Vertical shear wave
Ì岨 body wave
ÎÞÐý²¨ Irrotational wave
»û±ä²¨ Distortion wave
ÅòÕͲ¨ Dilatation wave
ÈðÀû²¨ Rayleigh wave
µÈÈݲ¨ Equivoluminal wave
ÀÕ·ò²¨ Love wave
½çÃæ²¨ Interfacial wave
±ßԵЧӦ edge effect
ËÜÐÔÁ¦Ñ§ Plasticity
¿É³ÉÐÎÐÔ Formability
½ðÊô³ÉÐÎ Metal forming
ÄÍײÐÔ Crashworthiness
½á¹¹¿¹×²»ÙÐÔ Structural crashworthiness
À­°Î Drawing
ÆÆ»µ»ú¹¹ Collapse mechanism
»Øµ¯ Springback
¼·Ñ¹ Extrusion
³åѹ Stamping
´©Í¸ Perforation
²ãÁÑ Spalling
ËÜÐÔÀíÂÛ Theory of plasticity
°²¶¨[ÐÔ]ÀíÂÛ Shake-down theory
Ô˶¯°²¶¨¶¨Àí kinematic shake-down theorem
¾²Á¦°²¶¨¶¨Àí Static shake-down theorem
ÂÊÏà¹ØÀíÂÛ rate dependent theorem
ÔØºÉÒò×Ó load factor
¼ÓÔØ×¼Ôò Loading criterion
¼ÓÔØº¯Êý Loading function
¼ÓÔØÃæ Loading surface
ËÜÐÔ¼ÓÔØ Plastic loading
ËÜÐÔ¼ÓÔØ²¨ Plastic loading wave
¼òµ¥¼ÓÔØ Simple loading
±ÈÀý¼ÓÔØ Proportional loading
Ð¶ÔØ Unloading
Ð¶ÔØ²¨ Unloading wave
³å»÷ÔØºÉ Impulsive load
½×Ô¾ÔØºÉ step load
Âö³åÔØºÉ pulse load
¼«ÏÞÔØºÉ limit load
ÖÐÐÔ±äÔØ nentral loading
À­ÞÓʧÎÈ instability in tension
¼ÓËٶȲ¨ acceleration wave
±¾¹¹·½³Ì constitutive equation
ÍêÈ«½â complete solution
ÃûÒåÓ¦Á¦ nominal stress
¹ýÓ¦Á¦ over-stress
ÕæÓ¦Á¦ true stress
µÈЧӦÁ¦ equivalent stress
Á÷¶¯Ó¦Á¦ flow stress
Ó¦Á¦¼ä¶Ï stress discontinuity
Ó¦Á¦¿Õ¼ä stress space
Ö÷Ó¦Á¦¿Õ¼ä principal stress space
¾²Ë®Ó¦Á¦×´Ì¬ hydrostatic state of stress
¶ÔÊýÓ¦±ä logarithmic strain
¹¤³ÌÓ¦±ä engineering strain
µÈЧӦ±ä equivalent strain
Ó¦±ä¾Ö²¿»¯ strain localization
Ó¦±äÂÊ strain rate
Ó¦±äÂÊÃô¸ÐÐÔ strain rate sensitivity
Ó¦±ä¿Õ¼ä strain space
ÓÐÏÞÓ¦±ä finite strain
ËÜÐÔÓ¦±äÔöÁ¿ plastic strain increment
ÀÛ»ýËÜÐÔÓ¦±ä accumulated plastic strain
ÓÀ¾Ã±äÐÎ permanent deformation
ÄÚ±äÁ¿ internal variable
Ó¦±äÈí»¯ strain-softening
ÀíÏë¸ÕËÜÐÔ²ÄÁÏ rigid-perfectly plastic Material
¸ÕËÜÐÔ²ÄÁÏ rigid-plastic material
ÀíÏëËÜÐÔ²ÄÁÏ perfectl plastic material
²ÄÁÏÎȶ¨ÐÔ stability of material
Ó¦±äÆ«ÕÅÁ¿ deviatoric tensor of strain
Ó¦Á¦Æ«ÕÅÁ¿ deviatori tensor of stress
Ó¦±äÇòÕÅÁ¿ spherical tensor of strain
Ó¦Á¦ÇòÕÅÁ¿ spherical tensor of stress
·¾¶Ïà¹ØÐÔ path-dependency
ÏßÐÔÇ¿»¯ linear strain-hardening
Ó¦±äÇ¿»¯ strain-hardening
Ëæ¶¯Ç¿»¯ kinematic hardening
¸÷ÏòͬÐÔÇ¿»¯ isotropic hardening
Ç¿»¯Ä£Á¿ strain-hardening modulus
ÃÝÇ¿»¯ power hardening
ËÜÐÔ¼«ÏÞÍ侨 plastic limit bending Moment
ËÜÐÔ¼«ÏÞŤ¾Ø plastic limit torque
µ¯ËÜÐÔÍäÇú elastic-plastic bending
µ¯ËÜÐÔ½»½çÃæ elastic-plastic interface
µ¯ËÜÐÔŤת elastic-plastic torsion
Õ³ËÜÐÔ Viscoplasticity
·Çµ¯ÐÔ Inelasticity
ÀíÏ뵯ËÜÐÔ²ÄÁÏ elastic-perfectly plastic Material
¼«ÏÞ·ÖÎö limit analysis
¼«ÏÞÉè¼Æ limit design
¼«ÏÞÃæ limit surface
ÉÏÏÞ¶¨Àí upper bound theorem
ÉÏÇü·þµã upper yield point
ÏÂÏÞ¶¨Àí lower bound theorem
ÏÂÇü·þµã lower yield point
½çÏÞ¶¨Àí bound theorem
³õʼÇü·þÃæ initial yield surface
ºó¼ÌÇü·þÃæ subsequent yield surface
Çü·þÃæ[µÄ]Íâ͹ÐÔ convexity of yield surface
½ØÃæÐÎ×´Òò×Ó shape factor of cross-section
ɳ¶Ñ±ÈÄâ sand heap analogy
Çü·þ Yield
Çü·þÌõ¼þ yield condition
Çü·þ×¼Ôò yield criterion
Çü·þº¯Êý yield function
Çü·þÃæ yield surface
ËÜÐÔÊÆ plastic potential
ÄÜÁ¿ÎüÊÕ×°Öà energy absorbing device
ÄÜÁ¿ºÄÉ¢ÂÊ energy absorbing device
ËÜÐÔ¶¯Á¦Ñ§ dynamic plasticity
ËÜÐÔ¶¯Á¦ÇüÇú dynamic plastic buckling
ËÜÐÔ¶¯Á¦ÏìÓ¦ dynamic plastic response
ËÜÐÔ²¨ plastic wave
Ô˶¯ÈÝÐí³¡ kinematically admissible Field
¾²Á¦ÈÝÐí³¡ statically admissible Field
Á÷¶¯·¨Ôò flow rule
Ëٶȼä¶Ï velocity discontinuity
»¬ÒÆÏß slip-lines
»¬ÒÆÏß³¡ slip-lines field
ÒÆÐÐËÜÐԽ travelling plastic hinge
ËÜÐÔÔöÁ¿ÀíÂÛ incremental theory of Plasticity
Ã×Ôó˹Çü·þ×¼Ôò Mises yield criterion
ÆÕÀÊÌØ--ÂÞÒÁ˹¹ØÏµ prandtl- Reuss relation
ÌØÀ×˹¿¨Çü·þ×¼Ôò Tresca yield criterion
ÂåµÂÓ¦Á¦²ÎÊý Lode stress parameter
À³Î¬--Ã×Ôó˹¹ØÏµ Levy-Mises relation
ºà»ùÓ¦Á¦·½³Ì Hencky stress equation
ºÕ°¬--Î¤Ë¹ÌØ¼ÓµÂÓ¦Á¦¿Õ¼ä Haigh-Westergaard stress space
ÂåµÂÓ¦±ä²ÎÊý Lode strain parameter
µÂ³¿Ë¹«Éè Drucker postulate
¸ÇÁÖ¸ñËÙ¶È·½³Ì Geiringer velocity Equation
½á¹¹Á¦Ñ§ structural mechanics
½á¹¹·ÖÎö structural analysis
½á¹¹¶¯Á¦Ñ§ structural dynamics
¹° Arch
Èý½Â¹° three-hinged arch
Å×ÎïÏß¹° parabolic arch
Ô²¹° circular arch
ñ·¶¥ Dome
¿Õ¼ä½á¹¹ space structure
¿Õ¼äèì¼Ü space truss
Ñ©ÔØ[ºÉ] snow load
·çÔØ[ºÉ] wind load
ÍÁѹÁ¦ earth pressure
µØÕðÔØºÉ earthquake loading
µ¯»ÉÖ§×ù spring support
Ö§×ùÎ»ÒÆ support displacement
Ö§×ù³Á½µ support settlement
³¬¾²¶¨´ÎÊý degree of indeterminacy
»ú¶¯·ÖÎö kinematic analysis
½áµã·¨ method of joints
½ØÃæ·¨ method of sections
½áµãÁ¦ joint forces
¹²éîÎ»ÒÆ conjugate displacement
Ó°ÏìÏß influence line
ÈýÍ侨·½³Ì three-moment equation
µ¥Î»ÐéÁ¦ unit virtual force
¸Õ¶ÈϵÊý stiffness coefficient
Èá¶ÈϵÊý flexibility coefficient
Á¦¾Ø·ÖÅä moment distribution
Á¦¾Ø·ÖÅä·¨ moment distribution method
Á¦¾ØÔÙ·ÖÅä moment redistribution
·ÖÅäϵÊý distribution factor
¾ØÕóÎ»ÒÆ·¨ matri displacement method
µ¥Ôª¸Õ¶È¾ØÕó element stiffness matrix
µ¥ÔªÓ¦±ä¾ØÕó element strain matrix
×ÜÌå×ø±ê global coordinates
±´µÙ¶¨Àí Betti theorem
¸ß˹--Èô¶ûµ±ÏûÈ¥·¨ Gauss-Jordan elimination Method
ÇüÇúģ̬ buckling mode
¸´ºÏ²ÄÁÏÁ¦Ñ§ mechanics of composites
¸´ºÏ²ÄÁÏ composite material
ÏËά¸´ºÏ²ÄÁÏ fibrous composite
µ¥Ïò¸´ºÏ²ÄÁÏ unidirectional composite
ÅÝÄ­¸´ºÏ²ÄÁÏ foamed composite
¿ÅÁ£¸´ºÏ²ÄÁÏ particulate composite
²ã°å Laminate
¼Ð²ã°å sandwich panel
Õý½»²ã°å cross-ply laminate
б½»²ã°å angle-ply laminate
²ãƬ Ply
¶à°û¹ÌÌå cellular solid
ÅòÕÍ Expansion
ѹʵ Debulk
ÁÓ»¯ Degradation
ÍѲã Delamination
ÍÑÕ³ Debond
ÏËάӦÁ¦ fiber stress
²ãÓ¦Á¦ ply stress
²ãÓ¦±ä ply strain
²ã¼äÓ¦Á¦ interlaminar stress
±ÈÇ¿¶È specific strength
Ç¿¶ÈÕÛ¼õϵÊý strength reduction factor
Ç¿¶ÈÓ¦Á¦±È strength -stress ratio
ºáÏò¼ôÇÐÄ£Á¿ transverse shear modulus
ºá¹Û¸÷ÏòͬÐÔ transverse isotropy
Õý½»¸÷ÏòÒì Orthotropy
¼ôÖÍ·ÖÎö shear lag analysis
¶ÌÏËά chopped fiber
³¤ÏËά continuous fiber
ÏËά·½Ïò fiber direction
ÏËά¶ÏÁÑ fiber break
ÏËά°ÎÍÑ fiber pull-out
ÏËάÔöÇ¿ fiber reinforcement
ÖÂÃÜ»¯ Densification
×îÐ¡ÖØÁ¿Éè¼Æ optimum weight design
Íø¸ñ·ÖÎö·¨ netting analysis
»ìºÏÂÉ rule of mixture
ʧЧ׼Ôò failure criterion
²Ì--ÎâʧЧ׼Ôò Tsai-W u failure criterion
´ï¸ñ´ú¶ûÄ£ÐÍ Dugdale model
¶ÏÁÑÁ¦Ñ§ fracture mechanics
¸ÅÂʶÏÁÑÁ¦Ñ§ probabilistic fracture Mechanics
¸ñÀï·ÆË¼ÀíÂÛ Griffith theory
Ïßµ¯ÐÔ¶ÏÁÑÁ¦Ñ§ linear elastic fracture mechanics, LEFM
µ¯ËÜÐÔ¶ÏÁÑÁ¦Ñ§ elastic-plastic fracture mecha-nics, EPFM
¶ÏÁÑ Fracture
´àÐÔ¶ÏÁÑ brittle fracture
½âÀí¶ÏÁÑ cleavage fracture
Èä±ä¶ÏÁÑ creep fracture
ÑÓÐÔ¶ÏÁÑ ductile fracture
¾§¼ä¶ÏÁÑ inter-granular fracture
×¼½âÀí¶ÏÁÑ quasi-cleavage fracture
´©¾§¶ÏÁÑ trans-granular fracture
ÁÑÎÆ Crack
ÁÑ·ì Flaw
ȱÏÝ Defect
¸î·ì Slit
΢ÁÑÎÆ Microcrack
ÕÛÁÑ Kink
ÍÖÔ²ÁÑÎÆ elliptical crack
ÉîÂñÁÑÎÆ embedded crack
[Ç®]±Ò×´ÁÑÎÆ penny-shape crack
Ô¤ÖÆÁÑÎÆ Precrack
¶ÌÁÑÎÆ short crack
±íÃæÁÑÎÆ surface crack
ÁÑÎÆ¶Û»¯ crack blunting
ÁÑÎÆ·Ö²æ crack branching
ÁÑÎÆ±ÕºÏ crack closure
ÁÑÎÆÇ°Ôµ crack front
ÁÑÎÆ×ì crack mouth
ÁÑÎÆÕÅ¿ª½Ç crack opening angle,COA
ÁÑÎÆÕÅ¿ªÎ»ÒÆ crack opening displacement, COD
ÁÑÎÆ×èÁ¦ crack resistance
ÁÑÎÆÃæ crack surface
ÁÑÎÆ¼â¶Ë crack tip
ÁѼâÕÅ½Ç crack tip opening angle, CTOA
ÁѼâÕÅ¿ªÎ»ÒÆ crack tip opening displacement, CTOD
ÁÑ¼âÆæÒ쳡 crack tip singularity Field
ÁÑÎÆÀ©Õ¹ËÙÂÊ crack growth rate
Îȶ¨ÁÑÎÆÀ©Õ¹ stable crack growth
¶¨³£ÁÑÎÆÀ©Õ¹ steady crack growth
ÑÇÁÙ½çÁÑÎÆÀ©Õ¹ subcritical crack growth
ÁÑÎÆ[À©Õ¹]¼õËÙ crack retardation
Ö¹ÁÑ crack arrest
Ö¹ÁÑÈÍ¶È arrest toughness
¶ÏÁÑÀàÐÍ fracture mode
»¬¿ªÐÍ sliding mode
ÕÅ¿ªÐÍ opening mode
˺¿ªÐÍ tearing mode
¸´ºÏÐÍ mixed mode
˺ÁÑ Tearing
˺ÁÑÄ£Á¿ tearing modulus
¶ÏÁÑ×¼Ôò fracture criterion
J»ý·Ö J-integral
J×èÁ¦ÇúÏß J-resistance curve
¶ÏÁÑÈÍ¶È fracture toughness
Ó¦Á¦Ç¿¶ÈÒò×Ó stress intensity factor
HRR³¡ Hutchinson-Rice-Rosengren Field
ÊØºã»ý·Ö conservation integral
ÓÐЧӦÁ¦ÕÅÁ¿ effective stress tensor
Ó¦±äÄÜÃÜ¶È strain energy density
ÄÜÁ¿ÊÍ·ÅÂÊ energy release rate
ÄÚ¾ÛÇø cohesive zone
ËÜÐÔÇø plastic zone
ÕÅÀ­Çø stretched zone
ÈÈÓ°ÏìÇø heat affected zone, HAZ
ÑÓ´àת±äÎÂ¶È brittle-ductile transition temperature

¼ôÇдø shear band
¼ôÇд½ shear lip
ÎÞËð¼ì²â non-destructive inspection
Ë«±ßȱ¿ÚÊÔ¼þ double edge notched specimen, DEN specimen
µ¥±ßȱ¿ÚÊÔ¼þ single edge notched specimen, SEN specimen
ÈýµãÍäÇúÊÔ¼þ three point bending specimen, TPB specimen
ÖÐÐÄÁÑÎÆÀ­ÉìÊÔ¼þ center cracked tension specimen, CCT specimen
ÖÐÐÄÁÑÎÆ°åÊÔ¼þ center cracked panel specimen, CCP specimen
½ô´ÕÀ­ÉìÊÔ¼þ compact tension specimen, CT specimen
´ó·¶Î§Çü·þ large scale yielding
С·¶Î§¹¥Çü·þ small scale yielding
Τ²¼¶û·Ö²¼ Weibull distribution
ÅÁÀï˹¹«Ê½ paris formula
¿ÕѨ»¯ Cavitation
Ó¦Á¦¸¯Ê´ stress corrosion
¸ÅÂÊ·çÏÕÅж¨ probabilistic risk assessment, PRA
ËðÉËÁ¦Ñ§ damage mechanics
ËðÉË Damage
2Â¥2008-01-19 02:28:13
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Á¬Ðø½éÖÊËðÉËÁ¦Ñ§ continuum damage mechanics
ϸ¹ÛËðÉËÁ¦Ñ§ microscopic damage mechanics
ÀÛ»ýËðÉË accumulated damage
´àÐÔËðÉË brittle damage
ÑÓÐÔËðÉË ductile damage
ºê¹ÛËðÉË macroscopic damage
ϸ¹ÛËðÉË microscopic damage
΢¹ÛËðÉË microscopic damage
ËðÉË×¼Ôò damage criterion
ËðÉËÑÝ»¯·½³Ì damage evolution equation
ËðÉËÈí»¯ damage softening
ËðÉËÇ¿»¯ damage strengthening
ËðÉËÕÅÁ¿ damage tensor
ËðÉËãÐÖµ damage threshold
ËðÉ˱äÁ¿ damage variable
ËðÉËʸÁ¿ damage vector
ËðÉËÇø damage zone
Æ£ÀÍ Fatigue
µÍÖÜÆ£ÀÍ low cycle fatigue
Ó¦Á¦Æ£ÀÍ stress fatigue
Ëæ»úÆ£ÀÍ random fatigue
Èä±äÆ£ÀÍ creep fatigue
¸¯Ê´Æ£ÀÍ corrosion fatigue
Æ£ÀÍËðÉË fatigue damage
Æ£ÀÍʧЧ fatigue failure
Æ£ÀͶÏÁÑ fatigue fracture
Æ£ÀÍÁÑÎÆ fatigue crack
Æ£ÀÍÊÙÃü fatigue life
Æ£ÀÍÆÆ»µ fatigue rupture
Æ£ÀÍÇ¿¶È fatigue strength
Æ£ÀÍ»ÔÎÆ fatigue striations
Æ£ÀÍãÐÖµ fatigue threshold
½»±äÔØºÉ alternating load
½»±äÓ¦Á¦ alternating stress
Ó¦Á¦·ùÖµ stress amplitude
Ó¦±äÆ£ÀÍ strain fatigue
Ó¦Á¦Ñ­»· stress cycle
Ó¦Á¦±È stress ratio
°²È«ÊÙÃü safe life
¹ýÔØÐ§Ó¦ overloading effect
Ñ­»·Ó²»¯ cyclic hardening
Ñ­»·Èí»¯ cyclic softening
»·¾³Ð§Ó¦ environmental effect
ÁÑÎÆÆ¬ crack gage
ÁÑÎÆÀ©Õ¹ crack growth, crack Propagation
ÁÑÎÆÃÈÉú crack initiation
Ñ­»·±È cycle ratio
ʵÑéÓ¦Á¦·ÖÎö experimental stress Analysis
¹¤×÷[Ó¦±ä]Ƭ active[strain] gage
»ùµ×²ÄÁÏ backing material
Ó¦Á¦¼Æ stress gage
Áã[µã]Æ®ÒÆ zero shift, zero drift
Ó¦±ä²âÁ¿ strain measurement
Ó¦±ä¼Æ strain gage
Ó¦±äָʾÆ÷ strain indicator
Ó¦±ä»¨ strain rosette
Ó¦±äÁéÃô¶È strain sensitivity
»úеʽӦ±äÒÇ mechanical strain gage
Ö±½ÇÓ¦±ä»¨ rectangular rosette
ÒýÉìÒÇ Extensometer
Ó¦±äÒ£²â telemetering of strain
ºáÏòÁéÃôϵÊý transverse gage factor
ºáÏòÁéÃô¶È transverse sensitivity
º¸½ÓʽӦ±ä¼Æ weldable strain gage
ƽºâµçÇÅ balanced bridge
Õ³ÌùʽӦ±ä¼Æ bonded strain gage
Õ³Ìù²­Ê½Ó¦±ä¼Æ bonded foiled gage
Õ³Ìù˿ʽӦ±ä¼Æ bonded wire gage
ÇÅ·ƽºâ bridge balancing
µçÈÝÓ¦±ä¼Æ capacitance strain gage
²¹³¥Æ¬ compensation technique
²¹³¥¼¼Êõ compensation technique
»ù×¼µçÇÅ reference bridge
µç×èÓ¦±ä¼Æ resistance strain gage
ζÈ×Ô²¹³¥Ó¦±ä¼Æ self-temperature compensating gage
°ëµ¼ÌåÓ¦±ä¼Æ semiconductor strain Gage
¼¯Á÷Æ÷ slip ring
Ó¦±ä·Å´ó¾µ strain amplifier
Æ£ÀÍÊÙÃü¼Æ fatigue life gage
µç¸ÐÓ¦±ä¼Æ inductance [strain] gage
¹â[²â]Á¦Ñ§ Photomechanics
¹âµ¯ÐÔ Photoelasticity
¹âËÜÐÔ Photoplasticity
ÑîÊÏÌõÎÆ Young fringe
Ë«ÕÛÉäЧӦ birefrigent effect
µÈÎ»ÒÆÏß contour of equal Displacement
°µÌõÎÆ dark fringe
ÌõÎÆ±¶Ôö fringe multiplication
¸ÉÉæÌõÎÆ interference fringe
µÈ²îÏß Isochromatic
µÈÇãÏß Isoclinic
µÈºÍÏß isopachic
Ó¦Á¦¹âѧ¶¨ÂÉ stress- optic law
Ö÷Ó¦Á¦¼£Ïß Isostatic
ÁÁÌõÎÆ light fringe
¹â³Ì²î optical path difference
ÈȹⵯÐÔ photo-thermo -elasticity
¹âµ¯ÐÔÌùƬ·¨ photoelastic coating Method
¹âµ¯ÐÔ¼ÐÆ¬·¨ photoelastic sandwich Method
¶¯Ì¬¹âµ¯ÐÔ dynamic photo-elasticity
¿Õ¼äÂ˲¨ spatial filtering
¿Õ¼äƵÂÊ spatial frequency
ÆðÆ«¾µ Polarizer
·´Éäʽ¹âµ¯ÐÔÒÇ reflection polariscope
²ÐÓàË«ÕÛÉäЧӦ residual birefringent Effect
Ó¦±äÌõÎÆÖµ strain fringe value
Ó¦±ä¹âѧÁéÃô¶È strain-optic sensitivity
Ó¦Á¦¶³½áЧӦ stress freezing effect
Ó¦Á¦ÌõÎÆÖµ stress fringe value
Ó¦Á¦¹âͼ stress-optic pattern
ÔÝʱ˫ÕÛÉäЧӦ temporary birefringent Effect
Âö³åȫϢ·¨ pulsed holography
͸Éäʽ¹âµ¯ÐÔÒÇ transmission polariscope
ʵʱȫϢ¸ÉÉæ·¨ real-time holographic interferometry
Íø¸ñ·¨ grid method
ȫϢ¹âµ¯ÐÔ·¨ holo-photoelasticity
ȫϢͼ Hologram
ȫϢÕÕÏà Holograph
ȫϢ¸ÉÉæ·¨ holographic interferometry
È«Ï¢ÔÆÎÆ·¨ holographic moire technique
ȫϢÊõ Holography
È«³¡·ÖÎö·¨ whole-field analysis
É¢°ß¸ÉÉæ·¨ speckle interferometry
É¢°ß Speckle
´íλɢ°ß¸ÉÉæ·¨ speckle-shearing interferometry, shearography
É¢°ßͼ Specklegram
°×¹âÉ¢°ß·¨ white-light speckle method
ÔÆÎÆ¸ÉÉæ·¨ moire interferometry
[µþÕ¤]ÔÆÎÆ moire fringe
[µþÕ¤]ÔÆÎÆ·¨ moire method
ÔÆÎÆÍ¼ moire pattern
ÀëÃæÔÆÎÆ·¨ off-plane moire method
²Î¿¼Õ¤ reference grating
ÊÔ¼þÕ¤ specimen grating
·ÖÎöÕ¤ analyzer grating
ÃæÄÚÔÆÎÆ·¨ in-plane moire method
´àÐÔÍ¿²ã·¨ brittle-coating method
Ìõ´ø·¨ strip coating method
×ø±ê±ä»» transformation of Coordinates
¼ÆËã½á¹¹Á¦Ñ§ computational structural mechanics
¼ÓȨ²ÐÁ¿·¨ weighted residual method
ÓÐÏÞ²î·Ö·¨ finite difference method
ÓÐÏÞ[µ¥]Ôª·¨ finite element method
Åäµã·¨ point collocation
Àï´Ä·¨ Ritz method
¹ãÒå±ä·ÖÔ­Àí generalized variational Principle
×îС¶þ³Ë·¨ least square method
ºú[º£²ý]Ò»ðÕ½òÔ­Àí Hu-Washizu principle
ºÕÁÖ¸ñ-ÀµË¹ÄÉÔ­Àí Hellinger-Reissner Principle
ÐÞÕý±ä·ÖÔ­Àí modified variational Principle
Ô¼Êø±ä·ÖÔ­Àí constrained variational Principle
»ìºÏ·¨ mixed method
ÔÓ½»·¨ hybrid method
±ß½ç½â·¨ boundary solution method
ÓÐÏÞÌõ·¨ finite strip method
°ë½âÎö·¨ semi-analytical method
Эµ÷Ôª conforming element
·ÇЭµ÷Ôª non-conforming element
»ìºÏÔª mixed element
ÔÓ½»Ôª hybrid element
±ß½çÔª boundary element
Ç¿ÆÈ±ß½çÌõ¼þ forced boundary condition
×ÔÈ»±ß½çÌõ¼þ natural boundary condition
ÀëÉ¢»¯ Discretization
Àëɢϵͳ discrete system

Á¬ÐøÎÊÌâ continuous problem
¹ãÒåÎ»ÒÆ generalized displacement
¹ãÒåÔØºÉ generalized load
¹ãÒåÓ¦±ä generalized strain
¹ãÒåÓ¦Á¦ generalized stress
½çÃæ±äÁ¿ interface variable
½Úµã node, nodal point
[µ¥]Ôª Element
½Ç½Úµã corner node
±ß½Úµã mid-side node
ÄÚ½Úµã internal node
ÎÞ½Úµã±äÁ¿ nodeless variable
¸ËÔª bar element
èì¼Ü¸ËÔª truss element
ÁºÔª beam element
¶þάԪ two-dimensional element
һάԪ one-dimensional element
ÈýάԪ three-dimensional element
Öá¶Ô³ÆÔª axisymmetric element
°åÔª plate element
¿ÇÔª shell element
ºñ°åÔª thick plate element
Èý½ÇÐÎÔª triangular element
ËıßÐÎÔª quadrilateral element
ËÄÃæÌåÔª tetrahedral element
ÇúÏßÔª curved element
¶þ´ÎÔª quadratic element
ÏßÐÔÔª linear element
Èý´ÎÔª cubic element
ËÄ´ÎÔª quartic element
µÈ²Î[Êý]Ôª isoparametric element
³¬²ÎÊýÔª super-parametric element
ÑDzÎÊýÔª sub-parametric element
½ÚµãÊý¿É±äÔª variable-number-node element
À­¸ñÀÊÈÕÔª Lagrange element
À­¸ñÀÊÈÕ×å Lagrange family
ÇɴձߵãÔª serendipity element
Çɴձߵã×å serendipity family
ÎÞÏÞÔª infinite element
µ¥Ôª·ÖÎö element analysis
µ¥ÔªÌØÐÔ element characteristics
¸Õ¶È¾ØÕó stiffness matrix
¼¸ºÎ¾ØÕó geometric matrix
µÈЧ½ÚµãÁ¦ equivalent nodal force
½ÚµãÎ»ÒÆ nodal displacement
½ÚµãÔØºÉ nodal load
Î»ÒÆÊ¸Á¿ displacement vector
ÔØºÉʸÁ¿ load vector
ÖÊÁ¿¾ØÕó mass matrix
¼¯×ÜÖÊÁ¿¾ØÕó lumped mass matrix
ÏàÈÝÖÊÁ¿¾ØÕó consistent mass matrix
×èÄá¾ØÕó damping matrix
ÈðÀû×èÄá Rayleigh damping
¸Õ¶È¾ØÕóµÄ×鼯 assembly of stiffness Matrices
ÔØºÉʸÁ¿µÄ×鼯 consistent mass matrix
ÖÊÁ¿¾ØÕóµÄ×鼯 assembly of mass matrices
µ¥ÔªµÄ×鼯 assembly of elements
¾Ö²¿×ø±êϵ local coordinate system
¾Ö²¿×ø±ê local coordinate
Ãæ»ý×ø±ê area coordinates
Ìå»ý×ø±ê volume coordinates
ÇúÏß×ø±ê curvilinear coordinates
¾²Äý¾Û static condensation
ºÏͬ±ä»» contragradient transformation
ÐÎ×´º¯Êý shape function
ÊÔ̽º¯Êý trial function
¼ìÑ麯Êý test function
Ȩº¯Êý weight function
ÑùÌõº¯Êý spline function
´úÓú¯Êý substitute function
½µ½×»ý·Ö reduced integration
ÁãÄÜģʽ zero-energy mode
PÊÕÁ² p-convergence
HÊÕÁ² h-convergence
²ô»ì²åÖµ blended interpolation
µÈ²ÎÊýÓ³Éä isoparametric mapping
Ë«ÏßÐÔ²åÖµ bilinear interpolation
С¿é¼ìÑé patch test
·ÇЭµ÷ģʽ incompatible mode
½ÚµãºÅ node number
µ¥ÔªºÅ element number
´ø¿í band width
´ø×´¾ØÕó banded matrix
±ä´ø×´¾ØÕó profile matrix
´ø¿í×îС»¯ minimization of band width
²¨Ç°·¨ frontal method
×Ó¿Õ¼äµü´ú·¨ subspace iteration method
ÐÐÁÐʽËÑË÷·¨ determinant search method
Öð²½·¨ step-by-step method
ŦÂí¿Ë ·¨ Newmark
Íþ¶ûÑ· ·¨ Wilson
ÄâÅ£¶Ù·¨ quasi-Newton method
Å£¶Ù-À­¸¥É­·¨ Newton-Raphson method
ÔöÁ¿·¨ incremental method
³õÓ¦±ä initial strain
³õÓ¦Á¦ initial stress
ÇÐÏ߸նȾØÕó tangent stiffness matrix
¸îÏ߸նȾØÕó secant stiffness matrix
ģ̬µþ¼Ó·¨ mode superposition method
ƽºâµü´ú equilibrium iteration
×ӽṹ Substructure
×ӽṹ·¨ substructure technique
³¬µ¥Ôª super-element
Íø¸ñÉú³É mesh generation
½á¹¹·ÖÎö³ÌÐò structural analysis program
ǰ´¦Àí pre-processing
ºó´¦Àí post-processing
Íø¸ñϸ»¯ mesh refinement
Ó¦Á¦¹â˳ stress smoothing
×éºÏ½á¹¹ composite structure
Á÷ÌåÁ¦Ñ§

Á÷Ì嶯Á¦Ñ§ fluid dynamics
Á¬Ðø½éÖÊÁ¦Ñ§ mechanics of continuous media
½éÖÊ medium
Á÷ÌåÖʵã fluid particle
ÎÞÕ³ÐÔÁ÷Ìå nonviscous fluid, inviscid fluid
Á¬Ðø½éÖʼÙÉè continuous medium hypothesis
Á÷ÌåÔ˶¯Ñ§ fluid kinematics
Ë®¾²Á¦Ñ§ hydrostatics
ÒºÌå¾²Á¦Ñ§ hydrostatics
Ö§Åä·½³Ì governing equation
²®Å¬Àû·½³Ì Bernoulli equation
²®Å¬Àû¶¨Àí Bernonlli theorem
±Ï°Â-Èø·¥¶û¶¨ÂÉ Biot-Savart law
Å·À­·½³Ì Euler equation
º¥Ä·»ô×ȶ¨Àí Helmholtz theorem
¿ª¶ûÎ͍Àí Kelvin theorem
ÎÐÆ¬ vortex sheet
¿âËþ-Èã¿É·ò˹»ùÌõ¼þ Kutta-Zhoukowski condition
²¼À­ÐÝ˹½â Blasius solution
´ïÀʱ´¶ûÑðÁÎ d'Alembert paradox
À×ŵÊý Reynolds number
Ê©ÌØÂ³¹þ¶ûÊý Strouhal number
ËæÌåµ¼Êý material derivative
²»¿ÉѹËõÁ÷Ìå incompressible fluid
ÖÊÁ¿Êغã conservation of mass
¶¯Á¿Êغã conservation of momentum
ÄÜÁ¿Êغã conservation of energy
¶¯Á¿·½³Ì momentum equation
ÄÜÁ¿·½³Ì energy equation
¿ØÖÆÌå»ý control volume
ÒºÌ徲ѹ hydrostatic pressure
ÎÐÁ¿ÄâÄÜ enstrophy
ѹ²î differential pressure
Á÷[¶¯] flow
Á÷Ïß stream line
Á÷Ãæ stream surface
Á÷¹Ü stream tube
¼£Ïß path, path line
Á÷³¡ flow field
Á÷̬ flow regime
Á÷¶¯²ÎÁ¿ flow parameter
Á÷Á¿ flow rate, flow discharge
ÎÐÐý vortex
ÎÐÁ¿ vorticity
ÎÐË¿ vortex filament
ÎÐÏß vortex line
ÎÐÃæ vortex surface
Îвã vortex layer
Îл· vortex ring
ÎÐ¶Ô vortex pair
ÎÐ¹Ü vortex tube
ÎÐ½Ö vortex street
¿¨ÃÅÎÐ½Ö Karman vortex street
ÂíÌãÎÐ horseshoe vortex
¶ÔÁ÷Îаû convective cell
¾íͲÎаû roll cell
ÎÐ eddy
ÎÐÕ³ÐÔ eddy viscosity
»·Á÷ circulation
»·Á¿ circulation
ËÙ¶È»·Á¿ velocity circulation
ż¼«×Ó doublet, dipole
פµã stagnation point
×Üѹ[Á¦] total pressure
×Üѹͷ total head
¾²Ñ¹Í· static head
×ÜìÊ total enthalpy
ÄÜÁ¿ÊäÔË energy transport
ËÙ¶ÈÆÊÃæ velocity profile
¿â°£ÌØÁ÷ Couette flow
µ¥ÏàÁ÷ single phase flow
µ¥×é·ÝÁ÷ single-component flow
¾ùÔÈÁ÷ uniform flow
·Ç¾ùÔÈÁ÷ nonuniform flow
¶þάÁ÷ two-dimensional flow
ÈýάÁ÷ three-dimensional flow
×¼¶¨³£Á÷ quasi-steady flow
·Ç¶¨³£Á÷ unsteady flow, non-steady flow
ÔÝ̬Á÷ transient flow
ÖÜÆÚÁ÷ periodic flow
Õñµ´Á÷ oscillatory flow
·Ö²ãÁ÷ stratified flow
ÎÞÐýÁ÷ irrotational flow
ÓÐÐýÁ÷ rotational flow
Öá¶Ô³ÆÁ÷ axisymmetric flow
²»¿ÉѹËõÐÔ incompressibility
²»¿ÉѹËõÁ÷[¶¯] incompressible flow
¸¡Ìå floating body
¶¨ÇãÖÐÐÄ metacenter
×èÁ¦ drag, resistance
¼õ×è drag reduction
±íÃæÁ¦ surface force
±íÃæÕÅÁ¦ surface tension
ëϸ[¹Ü]×÷Óà capillarity
À´Á÷ incoming flow
×ÔÓÉÁ÷ free stream
×ÔÓÉÁ÷Ïß free stream line
ÍâÁ÷ external flow
½ø¿Ú entrance, inlet
³ö¿Ú exit, outlet
3Â¥2008-01-19 02:28:42
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clarali

ľ³æ (ÕýʽдÊÖ)


ÈŶ¯ disturbance, perturbation
·Ö²¼ distribution
´«²¥ propagation
ɫɢ dispersion
ÃÖÉ¢ dispersion
¸½¼ÓÖÊÁ¿ added mass ,associated mass
ÊÕËõ contraction
¾µÏó·¨ image method
ÎÞÁ¿¸Ù²ÎÊý dimensionless parameter
¼¸ºÎÏàËÆ geometric similarity
Ô˶¯ÏàËÆ kinematic similarity
¶¯Á¦ÏàËÆ[ÐÔ] dynamic similarity
Æ½ÃæÁ÷ plane flow
ÊÆ potential
ÊÆÁ÷ potential flow
ËÙ¶ÈÊÆ velocity potential
¸´ÊÆ complex potential
¸´ËÙ¶È complex velocity
Á÷º¯Êý stream function
Ô´ source
ȋ sink
ËÙ¶È[Ë®]Í· velocity head
¹Õ½ÇÁ÷ corner flow
¿ÕÅÝÁ÷ cavity flow
³¬¿ÕÅÝ supercavity
³¬¿ÕÅÝÁ÷ supercavity flow
¿ÕÆø¶¯Á¦Ñ§ aerodynamics
µÍËÙ¿ÕÆø¶¯Á¦Ñ§ low-speed aerodynamics
¸ßËÙ¿ÕÆø¶¯Á¦Ñ§ high-speed aerodynamics
Æø¶¯ÈÈÁ¦Ñ§ aerothermodynamics
ÑÇÉùËÙÁ÷[¶¯] subsonic flow
¿çÉùËÙÁ÷[¶¯] transonic flow
³¬ÉùËÙÁ÷[¶¯] supersonic flow
×¶ÐÎÁ÷ conical flow
ШÁ÷ wedge flow
Ò¶Õ¤Á÷ cascade flow
·ÇƽºâÁ÷[¶¯] non-equilibrium flow
ϸ³¤Ìå slender body
ϸ³¤¶È slenderness
¶ÛÍ·Ìå bluff body
¶ÛÌå blunt body
ÒíÐÍ airfoil
ÒíÏÒ chord
±¡ÒíÀíÂÛ thin-airfoil theory
¹¹ÐÍ configuration
ºóÔµ trailing edge
Ó­½Ç angle of attack
ʧËÙ stall
ÍÑÌ弤²¨ detached shock wave
²¨×è wave drag
ÓÕµ¼×èÁ¦ induced drag
ÓÕµ¼ËÙ¶È induced velocity
ÁÙ½çÀ×ŵÊý critical Reynolds number
ǰԵÎÐ leading edge vortex
¸½×ÅÎÐ bound vortex
Ô¼ÊøÎÐ confined vortex
Æø¶¯ÖÐÐÄ aerodynamic center
Æø¶¯Á¦ aerodynamic force
Æø¶¯ÔëÉù aerodynamic noise
Æø¶¯¼ÓÈÈ aerodynamic heating
Àë½â dissociation
µØÃæÐ§Ó¦ ground effect
ÆøÌ嶯Á¦Ñ§ gas dynamics
Ï¡Ê貨 rarefaction wave
ÈÈ״̬·½³Ì thermal equation of state
Åç¹Ü Nozzle
ÆÕÀÊÌØ-ÂõÒ®Á÷ Prandtl-Meyer flow
ÈðÀûÁ÷ Rayleigh flow
¿ÉѹËõÁ÷[¶¯] compressible flow
¿ÉѹËõÁ÷Ìå compressible fluid
¾øÈÈÁ÷ adiabatic flow
·Ç¾øÈÈÁ÷ diabatic flow
δÈŶ¯Á÷ undisturbed flow
µÈìØÁ÷ isentropic flow
ÔÈìØÁ÷ homoentropic flow
À¼½ð-ÓÚ¸êÄá°ÂÌõ¼þ Rankine-Hugoniot condition
״̬·½³Ì equation of state
Á¿ÈÈ״̬·½³Ì caloric equation of state
ÍêÈ«ÆøÌå perfect gas
À­Íß¶ûÅç¹Ü Laval nozzle
ÂíºÕ½Ç Mach angle
ÂíºÕ×¶ Mach cone
ÂíºÕÏß Mach line
ÂíºÕÊý Mach number
ÂíºÕ²¨ Mach wave
µ±µØÂíºÕÊý local Mach number
³å»÷²¨ shock wave
¼¤²¨ shock wave
Õý¼¤²¨ normal shock wave
б¼¤²¨ oblique shock wave
Í·²¨ bow wave
¸½Ì弤²¨ attached shock wave
¼¤²¨ÕóÃæ shock front
¼¤²¨²ã shock layer
ѹËõ²¨ compression wave
·´Éä reflection
ÕÛÉä refraction
É¢Éä scattering
ÑÜÉä diffraction
ÈÆÉä diffraction
³ö¿ÚѹÁ¦ exit pressure
³¬Ñ¹[Ç¿] over pressure
·´Ñ¹ back pressure
±¬Õ¨ explosion
񪧄 detonation
»ºÈ¼ deflagration
Ë®¶¯Á¦Ñ§ hydrodynamics
ÒºÌ嶯Á¦Ñ§ hydrodynamics
Ì©ÀÕ²»Îȶ¨ÐÔ Taylor instability
¸ÇË¹ÌØÄɲ¨ Gerstner wave
˹ÍпË˹²¨ Stokes wave
ÈðÀûÊý Rayleigh number
×ÔÓÉÃæ free surface
²¨ËÙ wave speed, wave velocity
²¨¸ß wave height
²¨ÁÐ wave train
²¨Èº wave group
²¨ÄÜ wave energy
±íÃæ²¨ surface wave
±íÃæÕÅÁ¦²¨ capillary wave
¹æÔò²¨ regular wave
²»¹æÔò²¨ irregular wave
dzˮ²¨ shallow water wave
ÉîË®²¨ deep water wave
ÖØÁ¦²¨ gravity wave
ÍÖÔ²ÓàÏÒ²¨ cnoidal wave
³±²¨ tidal wave
Ó¿²¨ surge wave
ÆÆË鲨 breaking wave
´¬²¨ ship wave
·ÇÏßÐÔ²¨ nonlinear wave
¹ÂÁ¢×Ó soliton
Ë®¶¯[Á¦]ÔëÉù hydrodynamic noise
Ë®»÷ water hammer
¿Õ»¯ cavitation
¿Õ»¯Êý cavitation number
¿ÕÊ´ cavitation damage
³¬¿Õ»¯Á÷ supercavitating flow
Ë®Òí hydrofoil
Ë®Á¦Ñ§ hydraulics
ºéË®²¨ flood wave
Á°äô ripple
ÏûÄÜ energy dissipation
º£ÑóË®¶¯Á¦Ñ§ marine hydrodynamics
лÆë¹«Ê½ Chezy formula
Å·À­Êý Euler number
¸¥À͵ÂÊý Froude number
Ë®Á¦°ë¾¶ hydraulic radius
Ë®Á¦ÆÂ¶È hvdraulic slope
¸ß¶Èˮͷ elevating head
ˮͷËðʧ head loss
ˮλ water level
ˮԾ hydraulic jump
º¬Ë®²ã aquifer
ÅÅË® drainage
ÅÅ·ÅÁ¿ discharge
ÛÕË®ÇúÏß back water curve
ѹ[ǿˮ]ͷ pressure head
¹ýË®¶ÏÃæ flow cross-section
Ã÷²ÛÁ÷ open channel flow
¿×Á÷ orifice flow
ÎÞѹÁ÷ free surface flow
ÓÐѹÁ÷ pressure flow
»ºÁ÷ subcritical flow
¼±Á÷ supercritical flow
½¥±äÁ÷ gradually varied flow
¼±±äÁ÷ rapidly varied flow
ÁÙ½çÁ÷ critical flow
ÒìÖØÁ÷ density current, gravity flow
ÑßÁ÷ weir flow
²ôÆøÁ÷ aerated flow
º¬É³Á÷ sediment-laden stream
½µË®ÇúÏß dropdown curve
³Á»ýÎï sediment, deposit
³Á[½µ¶Ñ]»ý sedimentation, deposition
³Á½µËÙ¶È settling velocity
Á÷¶¯Îȶ¨ÐÔ flow stability
²»Îȶ¨ÐÔ instability
°Â¶û-Ë÷Ä©·Æ·½³Ì Orr-Sommerfeld equation
ÎÐÁ¿·½³Ì vorticity equation
²´ËàÒ¶Á÷ Poiseuille flow
°ÂÐÁÁ÷ Oseen flow
¼ôÇÐÁ÷ shear flow
Õ³ÐÔÁ÷[¶¯] viscous flow
²ãÁ÷ laminar flow
·ÖÀëÁ÷ separated flow
¶þ´ÎÁ÷ secondary flow
½ü³¡Á÷ near field flow
Ô¶³¡Á÷ far field flow
ÖÍÖ¹Á÷ stagnation flow
βÁ÷ wake [flow]
»ØÁ÷ back flow
·´Á÷ reverse flow
ÉäÁ÷ jet
×ÔÓÉÉäÁ÷ free jet
¹ÜÁ÷ pipe flow, tube flow
ÄÚÁ÷ internal flow
ÄâÐò½á¹¹ coherent structure
â§·¢¹ý³Ì bursting process
±í¹ÛÕ³¶È apparent viscosity
Ô˶¯Õ³ÐÔ kinematic viscosity
¶¯Á¦Õ³ÐÔ dynamic viscosity
²´ poise
Àå²´ centipoise
Àåãû centistoke
¼ôÇвã shear layer
´Î²ã sublayer
Á÷¶¯·ÖÀë flow separation
²ãÁ÷·ÖÀë laminar separation
ÍÄÁ÷·ÖÀë turbulent separation
·ÖÀëµã separation point
¸½×ŵã attachment point
ÔÙ¸½ reattachment
ÔÙ²ãÁ÷»¯ relaminarization
Æð¶¯ÎÐ starting vortex
פÎÐ standing vortex
ÎÐÐýÆÆËé vortex breakdown
ÎÐÐýÍÑÂä vortex shedding
ѹ[Á¦]½µ pressure drop
ѹ²î×èÁ¦ pressure drag
ѹÁ¦ÄÜ pressure energy
ÐÍ×è profile drag
»¬ÒÆËÙ¶È slip velocity
ÎÞ»¬ÒÆÌõ¼þ non-slip condition
±Ú¼ôÓ¦Á¦ skin friction, frictional drag
±Ú¼ôÇÐËÙ¶È friction velocity
Ä¥²ÁËðʧ friction loss
Ä¥²ÁÒò×Ó friction factor
ºÄÉ¢ dissipation
Öͺó lag
ÏàËÆÐÔ½â similar solution
¾ÖÓòÏàËÆ local similarity
ÆøÌåÈó»¬ gas lubrication
ÒºÌ嶯Á¦Èó»¬ hydrodynamic lubrication
½¬Ìå slurry
Ì©ÀÕÊý Taylor number
ÄÉά-˹ÍпË˹·½³Ì Navier-Stokes equation

Å£¶ÙÁ÷Ìå Newtonian fluid
±ß½ç²ãÀíÂÛ boundary later theory
±ß½ç²ã·½³Ì boundary layer equation
±ß½ç²ã boundary layer
¸½Ãæ²ã boundary layer
²ãÁ÷±ß½ç²ã laminar boundary layer
ÍÄÁ÷±ß½ç²ã turbulent boundary layer
ζȱ߽ç²ã thermal boundary layer
±ß½ç²ã×ªÞæ boundary layer transition
±ß½ç²ã·ÖÀë boundary layer separation
±ß½ç²ãºñ¶È boundary layer thickness
Î»ÒÆºñ¶È displacement thickness
¶¯Á¿ºñ¶È momentum thickness
ÄÜÁ¿ºñ¶È energy thickness
ìʺñ¶È enthalpy thickness
×¢Èë injection
Îü³ö suction
Ì©ÀÕÎÐ Taylor vortex
ËÙ¶È¿÷ËðÂÉ velocity defect law
ÐÎ×´Òò×Ó shape factor
²âËÙ·¨ anemometry
Õ³¶È²â¶¨·¨ visco[si] metry
Á÷¶¯ÏÔʾ flow visualization
ÓÍÑÌÏÔʾ oil smoke visualization
¿×°åÁ÷Á¿¼Æ orifice meter
ƵÂÊÏìÓ¦ frequency response
ÓÍĤÏÔʾ oil film visualization
ÒõÓ°·¨ shadow method
ÎÆÓ°·¨ schlieren method
ÑÌË¿·¨ smoke wire method
Ë¿Ïß·¨ tuft method
ÇâÅÝ·¨ nydrogen bubble method
ÏàËÆÀíÂÛ similarity theory
ÏàËÆÂÉ similarity law
²¿·ÖÏàËÆ partial similarity
¶¨Àí pi theorem, Buckingham theorem
¾²[̬]У׼ static calibration
¶¯Ì¬Ð£×¼ dynamic calibration
·ç¶´ wind tunnel
¼¤²¨¹Ü shock tube
¼¤²¨¹Ü·ç¶´ shock tube wind tunnel
Ë®¶´ water tunnel
ÍÏÒ·Ë®³Ø towing tank
Ðý±ÛË®³Ø rotating arm basin
À©É¢¶Î diffuser
²âѹ¿× pressure tap
ƤÍÐ¹Ü pitot tube
ÆÕÀ×˹¶Ù¹Ü preston tube
˹̹¶Ù¹Ü Stanton tube
ÎÄÇðÀï¹Ü Venturi tube
UÐÎ¹Ü U-tube
ѹǿ¼Æ manometer
΢ѹ¼Æ micromanometer
¶à¹Üѹǿ¼Æ multiple manometer
¾²Ñ¹¹Ü static [pressure]tube
Á÷ËÙ¼Æ anemometer
·çËÙ¹Ü Pitot- static tube
¼¤¹â¶àÆÕÀÕ²âËÙ¼Æ laser Doppler anemometer, laser Doppler velocimeter
ÈÈÏßÁ÷ËÙ¼Æ hot-wire anemometer
ÈÈĤÁ÷ËÙ¼Æ hot- film anemometer
Á÷Á¿¼Æ flow meter
Õ³¶È¼Æ visco[si] meter
ÎÐÁ¿¼Æ vorticity meter
´«¸ÐÆ÷ transducer, sensor
ѹǿ´«¸ÐÆ÷ pressure transducer
ÈÈÃôµç×è thermistor
ʾ×ÙÎï tracer
ʱ¼äÏß time line
ÂöÏß streak line
4Â¥2008-01-19 02:32:43
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clarali

ľ³æ (ÕýʽдÊÖ)


³ß¶ÈЧӦ scale effect
±ÚЧӦ wall effect
¶ÂÈû blockage
¶Âº®Ð§Ó¦ blockage effect
¶¯Ì¬ÏìÓ¦ dynamic response
ÏìӦƵÂÊ response frequency
µ×ѹ base pressure
·Æ¿Ë¶¨ÂÉ Fick law
°ÍÈûÌØÁ¦ Basset force
°£¿ËÌØÊý Eckert number
¸ñÀ­Ë¹»ô·òÊý Grashof number
ŬÈûÌØÊý Nusselt number
ÆÕÀÊÌØÊý prandtl number
À×ŵ±ÈÄâ Reynolds analogy
Ê©ÃÜÌØÊý schmidt number
˹̹¶ÙÊý Stanton number
¶ÔÁ÷ convection
×ÔÓɶÔÁ÷ natural convection, free convec-tion
Ç¿ÆÈ¶ÔÁ÷ forced convection
ÈȶÔÁ÷ heat convection
ÖÊÁ¿´«µÝ mass transfer
´«ÖÊϵÊý mass transfer coefficient
ÈÈÁ¿´«µÝ heat transfer
´«ÈÈϵÊý heat transfer coefficient
¶ÔÁ÷´«ÈÈ convective heat transfer
·øÉä´«ÈÈ radiative heat transfer
¶¯Á¿½»»» momentum transfer
ÄÜÁ¿´«µÝ energy transfer
´«µ¼ conduction
ÈÈ´«µ¼ conductive heat transfer
ÈȽ»»» heat exchange
ÁÙ½çÈÈͨÁ¿ critical heat flux
Ũ¶È concentration
À©É¢ diffusion
À©É¢ÐÔ diffusivity
À©É¢ÂÊ diffusivity
À©É¢ËÙ¶È diffusion velocity
·Ö×ÓÀ©É¢ molecular diffusion
·ÐÌÚ boiling
Õô·¢ evaporation
Æø»¯ gasification
Äý½á condensation
³ÉºË nucleation
¼ÆËãÁ÷ÌåÁ¦Ñ§ computational fluid mechanics
¶àÖØ³ß¶ÈÎÊÌâ multiple scale problem
²®¸ñ˹·½³Ì Burgers equation
¶ÔÁ÷À©É¢·½³Ì convection diffusion equation
KDU·½³Ì KDV equation
ÐÞÕý΢·Ö·½³Ì modified differential equation
À­¿Ë˹µÈ¼Û¶¨Àí Lax equivalence theorem
ÊýֵģÄâ numerical simulation
´óÎÐÄ£Äâ large eddy simulation
ÊýÖµÕ³ÐÔ numerical viscosity
·ÇÏßÐÔ²»Îȶ¨ÐÔ nonlinear instability
Ï£¶ûÌØÎȶ¨ÐÔ·ÖÎö Hirt stability analysis
ÏàÈÝÌõ¼þ consistency condition
CFLÌõ¼þ Courant- Friedrichs- Lewy condition ,CFL condition
µÒÀï¿ËÀױ߽çÌõ¼þ Dirichlet boundary condition
ìØÌõ¼þ entropy condition
Ô¶³¡±ß½çÌõ¼þ far field boundary condition
Á÷Èë±ß½çÌõ¼þ inflow boundary condition
ÎÞ·´Éä±ß½çÌõ¼þ ¡¡nonreflecting boundary condition
ÊýÖµ±ß½çÌõ¼þ numerical boundary condition
Á÷³ö±ß½çÌõ¼þ outflow boundary condition
·ë.ŵÒÁÂüÌõ¼þ von Neumann condition
½üËÆÒò×ӷֽⷨ approximate factorization method
È˹¤Ñ¹Ëõ artificial compression
È˹¤Õ³ÐÔ artificial viscosity
±ß½çÔª·¨ boundary element method
ÅäÖ÷½·¨ collocation method
ÄÜÁ¿·¨ energy method
ÓÐÏÞÌå»ý·¨ finite volume method
Á÷ÌåÍø¸ñ·¨ fluid in cell method, FLIC method
ͨÁ¿Ð£Õý´«Êä·¨ flux-corrected transport method
ͨÁ¿Ê¸Á¿·Ö½â·¨ flux vector splitting method
Ù¤Áɽ𷨠Galerkin method
»ý·Ö·½·¨ integral method
±ê¼ÇÍø¸ñ·¨ marker and cell method, MAC method
ÌØÕ÷Ïß·¨ method of characteristics
Ö±Ïß·¨ method of lines
¾ØÁ¿·¨ moment method
¶àÖØÍø¸ñ·¨ multi- grid method
°å¿é·¨ panel method
ÖʵãÍø¸ñ·¨ particle in cell method, PIC method
Öʵ㷨 particle method
Ô¤¹ÀУÕý·¨ predictor-corrector method
ͶӰ·¨ projection method
×¼Æ×·¨ pseudo-spectral method
Ëæ»úѡȡ·¨ random choice method
¼¤²¨²¶×½·¨ shock-capturing method
¼¤²¨ÄâºÏ·¨ shock-fitting method
Æ×·½·¨ spectral method
Ï¡Êè¾ØÕó·Ö½â·¨ split coefficient matrix method
²»¶¨³£·¨ time-dependent method
ʱ¼ä·Ö²½·¨ time splitting method
±ä·Ö·¨ variational method
Îз½·¨ vortex method
Òþ¸ñʽ implicit scheme
ÏÔ¸ñʽ explicit scheme
½»Ìæ·½ÏòÒþ¸ñʽ alternating direction implicit scheme, ADI scheme
·´À©É¢²î·Ö¸ñʽ anti-diffusion difference scheme
½ô²î·Ö¸ñʽ compact difference scheme
ÊØºã²î·Ö¸ñʽ conservation difference scheme
¿ËÀ¼¿Ë-Äá¿Æ¶ûÉ­¸ñʽ Crank-Nicolson scheme
¶Å¸£ÌØ-¸¥À¼¿Ë¶û¸ñʽ Dufort-Frankel scheme
Ö¸Êý¸ñʽ exponential scheme
¸ê±¾Åµ·ò¸ñʽ Godunov scheme
¸ß·Ö±æÂʸñʽ high resolution scheme
À­¿Ë˹-εÂÂÞ·ò¸ñʽ Lax-Wendroff scheme
ÍÜÌø¸ñʽ leap-frog scheme
µ¥µ÷²î·Ö¸ñʽ monotone difference scheme
±£µ¥µ÷²î·Ö¸ñʽ monotonicity preserving difference scheme
ÄÂÂü-¿Æ¶û¸ñʽ Murman-Cole scheme
°ëÒþ¸ñʽ semi-implicit scheme
бӭ·ç¸ñʽ skew-upstream scheme
È«±ä²îϽµ¸ñʽ total variation decreasing scheme TVD scheme
Ó­·ç¸ñʽ upstream scheme , upwind scheme
¼ÆËãÇøÓò computational domain
ÎïÀíÇøÓò physical domain
Ó°ÏìÓò domain of influence
ÒÀÀµÓò domain of dependence
ÇøÓò·Ö½â domain decomposition
άÊý·Ö½â dimensional split
ÎïÀí½â physical solution
Èõ½â weak solution
ÀèÂü½âËã×Ó Riemann solver
ÊØºãÐÍ conservation form
ÈõÊØºãÐÍ weak conservation form
Ç¿ÊØºãÐÍ strong conservation form
É¢¶ÈÐÍ divergence form
ÌùÌåÇúÏß×ø±ê body- fitted curvilinear coordi-nates
[×Ô]ÊÊÓ¦Íø¸ñ [self-] adaptive mesh
ÊÊÓ¦Íø¸ñÉú³É adaptive grid generation
×Ô¶¯Íø¸ñÉú³É automatic grid generation
ÊýÖµÍø¸ñÉú³É numerical grid generation
½»´íÍø¸ñ staggered mesh
Íø¸ñÀ×ŵÊý cell Reynolds number
ÊýÖ²À©É¢ numerical diffusion
ÊýÖµºÄÉ¢ numerical dissipation
Êýֵɫɢ numerical dispersion
ÊýֵͨÁ¿ numerical flux
·Å´óÒò×Ó amplification factor
·Å´ó¾ØÕó amplification matrix
×èÄáÎó²î damping error
ÀëÉ¢ÎÐ discrete vortex
ìØÍ¨Á¿ entropy flux
ìØº¯Êý entropy function
·Ö²½·¨ fractional step method
×ÛºÏÀࣺ

¹ãÒåÁ¬ÐøÍ³Á¦Ñ§ generalized continuum mechanics
¼òµ¥ÎïÖÊ simple material
´¿Á¦Ñ§ÎïÖÊ purely mechanical material
΢·ÖÐÍÎïÖÊ material of differential type
»ý·ÖÐÍÎïÖÊ material of integral type
»ìºÏÎï×é·Ý constituents of a mixture
·ÇЭµ÷ÀíÂÛ incompatibility theory
΢¼«ÀíÂÛ micropolar theory
¾ö¶¨ÐÔÔ­Àí principle of determinism
µÈ´æÔÚÔ­Àí principle of equipresence
¾Ö²¿×÷ÓÃÔ­Àí principle of objectivity
¿Í¹ÛÐÔÔ­Àí principle of objectivity
µç´ÅÁ¬ÐøÍ³ÀíÂÛ theory of electromagnetic continuum
ÄÚʱÀíÂÛ endochronic theory
·Ç¾Ö²¿ÀíÂÛ nonlocal theory
»ìºÏÎïÀíÂÛ theory of mixtures
Àï·òÁÖ-ÒÓÀï¿ËÉ­ÕÅÁ¿ Rivlin-Ericksen tensor
ÉùÕÅÁ¿ acoustic tensor
°ëÏòͬÐÔÕÅÁ¿ hemitropic tensor
¸÷ÏòͬÐÔÕÅÁ¿ isotropic tensor
Ó¦±äÕÅÁ¿ strain tensor
ÉìËõÕÅÁ¿ stretch tensor
Á¬ÐøÐý´í continuous dislination
Á¬ÐøÎ»´í continuous dislocation
¶¯Á¿¾ØÆ½ºâ angular momentum balance
Óà±¾¹¹¹ØÏµ complementary constitutive relations
¹²Ðýµ¼Êý co-rotational derivative, Jaumann derivative
·ÇÍêÕû·ÖÁ¿ anholonomic component
ÅÀÉýЧӦ climbing effect
Эµ÷Ìõ¼þ compatibility condition
´í×Û¶È complexity
µ±Ê±¹¹ÐÎ current configuration
ÄÜÁ¿Æ½ºâ energy balance
±äÐÎÌÝ¶È deformation gradient
ÓÐÏÞµ¯ÐÔ finite elasticity
ìØÔö entropy production
±ê¼ÜÎÞ²îÒìÐÔ frame indifference
µ¯ÐÔÊÆ elastic potential
ìØ²»µÈʽ entropy inequality
¼«·Ö½â polar decomposition
µÍµ¯ÐÔ hypoelasticity
²Î¿¼¹¹ÐÎ reference configuration
ÏìÓ¦·ºº¯ response functional
¶¯Á¿Æ½ºâ momentum balance
ÆæÒìÃæ singular surface
ÖüÄܺ¯Êý stored-energy function
ÄÚ²¿Ô¼Êø internal constraint
ÎïÀí·ÖÁ¿ physical components
±¾Ô­Ôª primitive element
ÆÕÊʱäÐÎ universal deformation
ËÙ¶ÈÌÝ¶È velocity gradient
²âÕ³Á÷¶¯ viscometric flow
µ±µØµ¼Êý local derivative
ÑÒʯÁ¦Ñ§ rock mechanics
ԭʼÑÒÌåÓ¦Á¦ virgin rock stress
¹¹ÔìÓ¦Á¦ tectonic stress
ÈýÖáѹËõÊÔÑé three-axial compression test
ÈýÖáÀ­ÉìÊÔÑé three-axial tensile test
ÈýÖáÊÔÑé triaxial test
ÑҲ㾲̬ӦÁ¦ lithostatic stress
ÂÀÈÙ lugeon
µØÑ¹Ç¿ geostatic pressure
Ë®Á¦ÅüÁÑ hydraulic fracture
Ò§ºÏ[×÷ÓÃ] interlocking
ÄÚÙ÷¿¹¼ôÇ¿¶È intrinsic shear strength
Ñ­»·¿¹¼ôÇ¿¶È cyclic shear strength
²ÐÓ࿹¼ôÇ¿¶È residual shear strength
ÍÁÁ¦Ñ§ soil mechanics
¿×϶±È void ratio
ÄÚÄ¥²Á½Ç angle of internal friction
ÐÝÖ¹½Ç angle of repose
¿×϶ÂÊ porosity
Χѹ ambient pressure
ÉøÍ¸ÏµÊý coefficient of permeability
[¿¹]¼ôÇÐ½Ç angle of shear resistance
ÉøÁ÷Á¦ seepage force
±í¹ÛÕ³¾ÛÁ¦ apparent cohesion
Õ³¾ÛÁ¦ cohesion
³í¶È consistency
¹Ì½á consolidation
Ö÷¹Ì½á primary consolidation
´Î¹Ì½á secondary consolidation
¹Ì½áÒÇ consolidometer
¸¡ÉýÁ¦ uplift
À©ÈÝ dilatancy
ÓÐЧӦÁ¦ effective stress
ÐõÄý[×÷ÓÃ] flocculation
Ö÷¶¯ÍÁѹÁ¦ active earth pressure
±»¶¯ÍÁѹÁ¦ passive earth pressure
ÍÁ¶¯Á¦Ñ§ soil dynamics
Ó¦Á¦½â³ý stress relief
´Îʱ¼äЧӦ secondary time effect
¹áÈë×èÁ¦ penetration resistance
ɳÍÁÒº»¯ liquefaction of sand
ÄàÁ÷ mud flow
¶àÏàÁ÷ multiphase flow
Âí¸ñŬ˹ЧӦ Magnus effect
Τ²®Êý Weber number
»·×´Á÷ annular flow
ÅÝ×´Á÷ bubble flow
²ã×´Á÷ stratified flow
ƽºâÁ÷ equilibrium flow
¶þ×é·ÝÁ÷ two-component flow
¶³½áÁ÷ frozen flow
¾ùÖÊÁ÷ homogeneous flow
¶þÏàÁ÷ two-phase flow
Æø-ÒºÁ÷ gas-liquid flow
Æø-¹ÌÁ÷ gas-solid flow
Òº-ÆøÁ÷ liquid-gas flow
Òº-¹ÌÁ÷ liquid-solid flow
ÒºÌå-ÕôÆøÁ÷ liquid-vapor flow
ŨÏà dense phase
Ï¡Ïà dilute phase
Á¬ÐøÏà continuous phase
ÀëÉ¢Ïà dispersed phase
Ðü¸¡ suspension
ÆøÁ¦ÊäÔË pneumatic transport
ÆøÅÝÐÎ³É bubble formation
ÌåÃÜ¶È bulk density
ÛÕÈû choking
΢µÎ droplet
Ю´ø entrainment
Á÷ÐÍ flow pattern
Á÷[̬]»¯ fluidization
½çÃæ interface
Ô¾¶¯ËÙ¶È saltation velocity
·ÇÅ£¶ÙÁ÷ÌåÁ¦Ñ§ non-Newtonian fluid mechanics
·ÇÅ£¶ÙÁ÷Ìå non-Newtonian fluid
ÃÝÂÉÁ÷Ìå power law fluid
ÄâËÜÐÔÁ÷Ìå pseudoplastic fluid
´¥³íÁ÷Ìå rheopectic fluid
´¥±äÁ÷Ìå thixotropic fluid
Õ³µ¯ÐÔÁ÷Ìå viscoelastic fluid
Á÷±ä²âÁ¿Ñ§ rheometry
ÕðÄýÐÔ rheopexy
Ìå[»ý]Õ³ÐÔ bulk viscosity
κɭ±´¸ñЧӦ Weissenberg effect
Á÷±äÒÇ rheometer
Ï¡±¡ÆøÌ嶯Á¦Ñ§ rarefied gas dynamics
ÎïÀí»¯Ñ§Á÷ÌåÁ¦Ñ§ physico-chemical hydrodynamics
¿ÕÆøÈÈ»¯Ñ§ aerothermochemistry
¾ø¶Ôѹǿ absolute pressure
¾ø¶Ô·´Ó¦ËÙÂÊ absolute reaction rate
¾ø¶ÔÎÂ¶È absolute temperature
ÎüÊÕϵÊý absorption coefficient
»î»¯·Ö×Ó activated molecule
»î»¯ÄÜ activation energy
¾øÈÈѹËõ adiabatic compression
¾øÈÈÅòÕÍ adiabatic expansion
¾øÈÈ»ðÑæÎÂ¶È adiabatic flame temperature
µç»¡·ç¶´ arc tunnel
Ô­×ÓÈÈ atomic heat
Îí»¯ atomization
×Ôȼ auto-ignition
×Ô¶¯Ñõ»¯ auto-oxidation
¿ÉÓÃÄÜÁ¿ available energy
»º³å×÷Óà buffer action
ËÉÃÜ¶È bulk density
ȼÉÕÂÊ burning rate
ȼÉÕËÙ¶È burning velocity
½Ó´¥Ãæ contact surface
ÉÕÊ´ ablation
5Â¥2008-01-19 02:32:55
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