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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¦±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 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[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 tempe- rature 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 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 interfero - metry 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 mecha-nics 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 |

2Â¥2006-05-17 10:01:31
moby
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3Â¥2006-05-17 11:30:55
4Â¥2006-09-24 09:15:22
hhuwy
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5Â¥2006-09-24 11:45:34














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