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ͨÀàÃû´Ê 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 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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 κɱ´¸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 ΢ѻ·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 ¹ÌÌåÁ¦Ñ§ 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¦±äе÷·½³Ì equation of strain compatibility À÷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 ±â¿Ç 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 е÷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 ÅÝĸ´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 |
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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 е÷Ôª conforming element ·Çе÷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 ·Çе÷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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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 »ã 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 ±¬ºä 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]Í· 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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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 ¸ñÀ˹»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¶ûɸñʽ 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 бӷç¸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 ·Çе÷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 е÷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 ÔʼÑÒÌåÓ¦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 κɱ´¸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 |
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