Книга S.Gran "A Course in Ocean Engineering". Глава "Усталость"

Equation (4.7.37):

DELTA eta sub 1 , DELTA eta sub 2 , DELTA eta sub 3 , cdot cdot cdot  DELTA eta sub j cdot cdot cdot


Equation (4.7.38):

eta (t) = eta sub n = DELTA eta sub 1 + DELTA eta sub 2 + DELTA eta sub 3 + cdot cdot cdot + DELTA eta sub n


Equation (4.7.39):

xi = 1 over{N(S)} = ( S over{S sub 1}) sup m = r S sup m        roman with      r = S sub 1 sup -m


Equation (4.7.40):

f( xi ) = g(d, k over m , rD sup m ; xi )


Equation (4.7.41):

xi bar = M sub 1 ( xi ) = int from 0 to inf xi f( xi ) d xi = r D sup m {GAMMA (d + m over k )}over{GAMMA (d)} = TU


Equation (4.7.42):

M sub 2 ( xi ) = int from 0 to inf xi sup 2 f( xi ) d xi = (r D sup m ) sup 2 {GAMMA (d + 2m over k}over{GAMMA (d)} = TV


Equation (4.7.43):

M sub 3 ( xi ) = int from 0 to inf xi sup 3 f( xi ) d xi = (r D sup m ) sup 3 {GAMMA (d + 3m over k}over{GAMMA (d)} = TW


Equation (4.7.44):

U = {xi bar}over T = {M sub 1 ( xi )}over T V = {M sub 2 ( xi )}over T W = {M sub 3 ( xi )}over T


Equation (4.7.45):

mu sub 2 ( xi ) = sigma sub xi sup 2 = M sub 2 ( xi ) - M sub 1 sup 2 ( xi ) =  nu sup 2 xi bar sup 2  roman where

nu sup 2 = ( {sigma sub xi}over{xi bar} ) sup 2 = {GAMMA (d + 2m over k ) GAMMA (d) - GAMMA (d + m over k ) sup 2}over {GAMMA (d + m over k ) sup 2}


Equation (4.7.46):

mu sub 3 ( xi ) = M sub 3 ( xi ) - 3M sub 2 ( xi ) M sub 1 ( xi ) + 2M sub 1 ( xi ) sup 3 = lambda sigma sub xi sup 3 = lambda nu sup 3 xi bar sup 3 roman where     lambda = {GAMMA (d + 3m over k ) GAMMA (d) sup 2 -

3 GAMMA (d + 2m over k ) GAMMA (d) GAMMA (d + m over k ) + 2 GAMMA (d + m over k ) sup 3}over

{[ GAMMA (d + 2m over k ) GAMMA (d) - GAMMA (d + m over k ) sup 2 ] sup 3/2}


Equation (4.7.47):

phi (s) = int from 0 to inf e sup{s xi} f( xi ) d xi  Re "{" s "}" < 0


Equation (4.7.48):

phi (s) = int from 0 to inf [ 1 + s xi + 1 over 2 s sup 2 xi sup 2 + 1 over 6 s sup 3 xi sup 3 + cdot cdot ] f( xi ) d xi


Equation (4.7.49):

phi (s) = 1 + M sub 1 ( xi ) s mark + 1 over 2 M sub 2 ( xi ) s sup 2 + 1 over 6 M sub 3 ( xi ) s sup 3 + cdot cdot

lineup = 1 + T U s + 1 over 2 T V s sup 2 + 1 over 6 T W s sup 3 + cdot cdot


Equation (4.7.50):

PHI (s, t) = int from 0 to inf e sup{s eta } rho ( eta , t) d eta  Re "{" s "}" < 0


Equation (4.7.51):

eta (t + T) = eta sub n+1 = eta sub n + xi


Equation (4.7.52):

PHI (s, t+ T ) = PHI (s, t) phi (s)


Equation (4.7.53):

{partial PHI (s, t)}over{partial t} = 1 over T [ PHI (s, t + T ) - PHI (s, t) ]


Equation (4.7.54):

int from 0 to inf e sup{s eta} {partial rho ( eta , t)}over{partial t} d eta mark = 1 over T PHI (s, t) [ phi (s) - 1 ]

lineup = U s PHI (s, t) + 1 over 2 V s sup 2 PHI (s, t) + 1 over 6 W s sup 3 PHI (s, t)


Equation (4.7.55):

int from 0 to inf e sup{s eta} [ {partial rho}over{partial t} + U{partial rho}over{partial eta} - 1 over 2 V{partial sup 2 rho}over{partial eta sup 2} + 1 over 6 W{partial sup 3 rho}over{partial eta sup 3} ] d eta  - [ e sup{s eta} "{"

rho (U + 1 over 2 sV + 1 over 6 s sup 2 W) - {partial rho}over{partial eta}( 1 over 2 V + 1 over 6 sW) + {partial sup 2 rho}over{partial eta sup 2}1 over 6 W "}" ] from{eta = 0} to {eta = inf} = 0


Equation (4.7.56):

{partial rho}over{partial t} + U{partial rho}over{partial eta} - 1 over 2 V {partial sup 2 rho}over{partial eta sup 2} + 1 over 6 W {partial sup 3 rho}over{partial eta sup 3} = 0


Equation (4.7.57):

{eta sub n}bar mark = sum{DELTA eta}bar = n xi bar


Equation (4.7.58):

mu sub 2 ( eta sub n ) lineup = sum mu sub 2 ( DELTA eta sub i ) = n cdot sigma sub xi sup 2 = n nu sup 2 xi bar sup 2


Equation (4.7.59):

mu sub 3 ( eta sub n ) lineup = sum mu sub 3 ( DELTA eta sub i ) = n lambda sub 3 sigma sub xi sup 3 = n lambda nu sup 3 xi bar sup 3


Equation (4.7.60):

{sigma sub {eta sub n}}over{{eta sub n}bar} = {sqrt{mu sub 2 ( eta sub n )}}over{{eta sub n}bar} = nu over sqrt n


Equation (4.7.61):

lambda sub 3 = {mu sub 3 ( eta )}over{mu sub 2 ( eta ) sup 3/2} = lambda over sqrt n


Equation (4.7.62):

rho ( eta , t) = |h| over{GAMMA (a)} e sup{ah( eta - u )} e sup{-e sup{h( eta - u )}}


Equation (4.7.63):

psi '' (a) over{psi ' (a) sup 3/2} = {lambda sub 3}over sqrt n


Equation (4.7.64):

h = \(+- {sqrt{psi '(a)}}over {sqrt n sigma sub xi} + for lambda sub 3 < 0   and   - for lambda sub 3 > 0


Equation (4.7.65):

u = n{DELTA eta}bar - 1 over h psi (a) = n xi bar + sqrt n sigma sub xi {psi (a)}over{sqrt{psi ' (a)}}


Equation (4.7.66):

a mark approx n over{lambda sup 2}


Equation (4.7.67):

h lineup approx - n lambda over{sigma sub xi}


Equation (4.7.68):

u lineup approx n "{" xi bar - {sigma sub xi}over lambda ln [ n over{lambda sup 2a} ] "}"


Equation (4.7.69): (xxx)

rho ( eta , t) = 1 over sqrt{2 pi n} 1 over{sigma sub xi} e sup{- {( eta - n xi bar ) sup 2}over{2 n sigma sub xi sup 2}}        t = n T


Equation (4.7.70):

j = eta over L     roman or     eta = j L


Equation (4.7.71):

Pr ( eta = j L ) = Pr (j; n) = ( cpile{n above j} ) p sup j (1 - p) sup n-j        n \(>= j


Equation (4.7.72):

p = (1 - p) = 1 over 2


Equation (4.7.73):

Pr(j; n) = ( cpile{n above j} ) 1 over{2 sup n}


Equation (4.7.74):

{eta sub n}bar = L n p  and  sigma sub eta sup 2 = L sup 2 n p (1 - p)


Equation (4.7.75):

{sigma sub eta}over{eta bar} = 1 over sqrt n sqrt{{1 - p}over p}


Equation (4.7.76):

L = xi bar (1 + nu sup 2 )     and     p = 1 over{1 + nu sup 2}


Equation (4.7.77):

L = {M sub 2 ( xi )}over{M sub 1 ( xi )}     and p = {M sub 1 ( xi ) sup 2}over{M sub 2 ( xi )}


Section 4.7.5 - Fracture Mechanics Approach.


Equation (4.7.78):

sigma sub ij = R(r) THETA sub ij ( theta )


Equation (4.7.79):

R(r) = r sup {n over 2 - 1}


Equation (4.7.80):

sigma sub ij = K over sqrt{2 pi r} THETA sub ij ( theta )


Equation (4.7.81):

sigma sub ij = sqrt{x over 2r} sigma sub inf  THETA sub ij ( theta )  roman {so that} K = sqrt{pi x} sigma sub inf


Equation (4.7.82):

DELTA K = K sub max - K sub min


Equation (4.7.83):

DELTA x = left { lpile{ C( DELTA K ) sup m above     above 0}  for lpile{ DELTA K > DELTA K sub 0 above     above  DELTA K < DELTA K sub 0}


Equation (4.7.84):

DELTA K = sqrt{pi x} g'(x) S = g(x) S            g(x) = g'(x) sqrt{pi x}


Equation (4.7.85):

DELTA x = left { lpile{ C g(x) sup m S sup m above   above 0}  for lpile{ S > S sub 0 (x) = {DELTA K sub  }over{g(x)} above    above S < S sub 0 (x)}


Equation (4.7.86):

DELTA x sub 1 , DELTA x sub 2 , DELTA x sub 3 , cdot cdot cdot DELTA x sub j cdot cdot cdot


Equation (4.7.87):

eta = {x - x sub 0}over{x sub f - x sub 0}     and DELTA eta = {DELTA x}over{x sub f - x sub 0}


Equation (4.7.88):

{DELTA x}bar = C g(x) sup m int from{S sub 0} to inf S sup m f(S) dS = C g(x) sup m D sup m { GAMMA (d + m over k ; ({DELTA K sub 0}over{g(x) D}) sup k )} over{GAMMA (d)}


Equation (4.7.89): (xxx)

U = dx over dt = 1 over T dx over dN = {{DELTA x}bar}over T = 1 over T C D sup m {GAMMA (d + m over k  }over{GAMMA (d)} g(x)


Equation (4.7.90):

Pr( roman{crack depth} \(<= x roman{at time} t) = F(x, t)


Equation (4.7.91):

Q(x, t) = 1 - F(x, t)


Equation (4.7.92):

rho (x, t sub 1 ) = {partial F(x, t sub 1 )}over{partial x} = - {partial Q(x, t sub 1 )}over{partial x}


Equation (4.7.93):

{partial Q}over{partial t} dt = -{partial Q}over{partial x} dx = -{partial Q}over{partial x} U(x) dt


Equation (4.7.94):

{D F(x, t)}over{D t} \(== ({partial F}over{partial t} + U {partial F}over{partial x}) = - ({partial Q}over{partial t} + U {partial Q}over{partial x}) = 0


Equation (4.7.95):

{partial rho}over{partial t} + {partial rho U}over{partial x} = {partial rho}over{partial t} + U {partial rho}over{partial x} + rho {partial U}over{partial x} = 0


Equation (4.7.96):

int from 0 to inf rho (x, t) dx = 1


Equation (4.7.97):

chi (x, t) = {partial Q(x, t)}over{partial t} = - {partial F(x, t)}over{partial t}


Equation (4.7.98):

chi (x, t) = U rho (x, t)


Equation (4.7.99):

{partial chi}over{partial t} + U {partial chi}over{partial x} = 0


Equation (4.7.100):

P sub f (t) = Q(x sub f , t) = 1 - F(x sub f , t)


Section 4.7.6 - Life-time Probability.


Equation (4.7.101):

Q(x, 0) = e sup{- ( x over{x sub 0} ) sup gamma}       t = 0


Equation (4.7.102):

E[x] = x sub 0 GAMMA (1 + 1 over gamma )        t = 0


Equation (4.7.103):

sigma sub x = x sub 0 [ GAMMA (1 + 2 over gamma ) - GAMMA (1 + 1 over gamma ) sup 2 ] sup{1 over 2}       t = 0


Equation (4.7.104):

Q(x, t) = Q( xi )        xi = xi (x, t)       xi (x, 0) = x


Equation (4.7.105):

{partial Q}over{partial t} + U{partial Q}over{partial x} = ( {partial xi}over{partial t} + U{partial xi}over{partial x} ) {partial Q}over{partial xi} = 0


Equation (4.7.106):

U = 1 over T da over dN = dx over dt = - {partial xi / partial t} over{partial xi / partial x}


Equation (4.7.107):

xi = x - Ut     U = 1 over T da over dN = roman constant


Equation (4.7.108):

P sub f (t) = Q (x sub f , t) = e sup{-({x sub f - Ut}over{x sub 0}) sup gamma} = e sup{-({x sub f /U - t}over{x sub 0 /U}) sup gamma} t < {x sub f}over U


Equation (4.7.109):

E[t] = 1 over U [ x sub f - x sub 0 GAMMA (1 + 1 over gamma ) ]


Equation (4.7.110):

sigma sub t = {sigma sub x}over U = {x sub 0}over U  [ GAMMA (1 + 2 over gamma ) - GAMMA (1 + 1 over gamma ) sup 2 ] sup{1 over 2}


Equation (4.7.111):

da over dN = C x       roman and      U(x) = C over T x = cx


Equation (4.7.112):

xi = x e sup -ct


Equation (4.7.113):

P sub f (t) = Q(x sub f , t) = e sup{-({x sub f}over{x sub 0 e sup ct}) sup gamma} = e sup{-e sup{- gamma c ( t - 1 over c ln {x sub f}over{x sub 0})}}


Equation (4.7.114):

t sub c = 1 over c ln {x sub f}over{x sub 0}


Equation (4.7.115):

E[t] = 1 over c [ ln {x sub f}over{x sub 0} + 0.5772 over gamma ]


Equation (4.7.116):

sigma sub t = pi over sqrt 6 1 over{gamma c}


Equation (4.7.117):

{sigma sub t}over{t sub c} = pi over{sqrt 6 gamma ln {x sub f}over{x sub 0}}


Equation (4.7.118):(xxx)

da over dN = C x sup s      roman or U = C over T x sup s = cx sup s      s \(!= 1


Equation (4.7.119):

xi = [ x sup 1-s - (1 - s) ct ] sup{1 over 1-s}


Equation (4.7.120):

P sub f (t) = Q (x sub f , t) = e sup{-({x sub f sup 1-s - (1-s)ct}over {x sub 0 sup 1-s} ) sup{gamma over{(1-s)}}}


Equation (4.7.121):

t sub c = {x sub f sup 1-s - x sub 0 sup 1-s}over{(1 - s) c}


Equation (4.7.122):

{sigma sub t}over{t sub c} = { [ GAMMA (1 + 2(1-s) over gamma ) - GAMMA (1 + 1-s over gamma ) sup 2 ] sup 1/2} over{( x sub f / x sub 0 ) sup 1-s - 1}       gamma > 2(s - 1)



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