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hhuwy

Òø³æ (ÕýʽдÊÖ)

[½»Á÷] µ¯ÐÔÁ¦Ñ§Ó¢Óï´Ê»ã (Ö±½Ó¸´ÖÆ)

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

ËɳÚ
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×°ÖÃ
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

ÒÆÐÐËÜÐÔ½Â
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
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hhuwy

Òø³æ (ÕýʽдÊÖ)

¡ï
bird007(½ð±Ò+1):3q
[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

ÁѼâÕŽÇ
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

Ö¹ÁÑÈͶÈ
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

¶ÏÁÑÈͶÈ
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¦±äÄÜÃܶÈ
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±äζÈ
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

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strain indicator

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strain rosette

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strain sensitivity

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mechanical strain gage

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rectangular rosette

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transverse gage factor

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transverse sensitivity

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weldable strain gage

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balanced bridge

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bonded strain gage

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bonded foiled gage

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bonded wire gage

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bridge balancing

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capacitance strain gage

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compensation technique

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compensation technique

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reference bridge

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resistance strain gage

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self-temperature


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semiconductor strain


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slip ring

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strain amplifier

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fatigue life gage

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inductance [strain] gage

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Photoelasticity

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Photoplasticity

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Young fringe

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birefrigent effect

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contour of equal


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dark fringe

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fringe multiplication

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interference fringe

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isopachic

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stress- optic law

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light fringe

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optical path difference

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photo-thermo -elasticity

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photoelastic coating


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photoelastic sandwich


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dynamic photo-elasticity

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spatial filtering

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spatial frequency

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reflection polariscope

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strain fringe value

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strain-optic sensitivity

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stress freezing effect

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stress fringe value

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stress-optic pattern

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pulsed holography

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transmission polariscope

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grid method

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holo-photoelasticity

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holographic interferometry

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holographic moire technique

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whole-field analysis

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speckle interferometry

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speckle-shearing


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moire interferometry

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moire fringe

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moire method

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moire pattern

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off-plane moire method

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reference grating

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specimen grating

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analyzer grating

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in-plane moire method

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brittle-coating method

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strip coating method

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weighted residual method

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finite difference method

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finite element method

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constrained variational


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hybrid method

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semi-analytical method

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natural boundary condition

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mid-side node

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truss element

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beam element

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two-dimensional element

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one-dimensional element

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three-dimensional element

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axisymmetric element

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plate element

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shell element

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thick plate element

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triangular element

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quadrilateral element

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tetrahedral element

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curved element

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quadratic element

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linear element

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cubic element

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quartic element

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sub-parametric element

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variable-number-node element

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serendipity family

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infinite element

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geometric matrix

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nodal displacement

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nodal load

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displacement vector

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load vector

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mass matrix

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lumped mass matrix

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consistent mass matrix

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damping matrix

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assembly of mass matrices

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assembly of elements

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local coordinate system

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local coordinate

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area coordinates

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volume coordinates

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curvilinear coordinates

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static condensation

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contragradient transformation

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shape function

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trial function

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test function

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weight function

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spline function

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substitute function

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zero-energy mode

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p-convergence

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h-convergence

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blended interpolation

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bilinear interpolation

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element number

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banded matrix

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profile matrix

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minimization of band width

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frontal method

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subspace iteration method

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determinant search method

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step-by-step method

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Newmark

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Wilson

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quasi-Newton method

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incremental method

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initial stress

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tangent stiffness matrix

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secant stiffness matrix

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mode superposition method

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equilibrium iteration

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substructure technique

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super-element

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mesh generation

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structural analysis program

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pre-processing

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post-processing

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mesh refinement

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stress smoothing

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composite structure
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moby

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3Â¥2006-05-17 11:30:55
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huanzili

4Â¥2006-09-24 09:15:22
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