Resistance of the track, k
Scatter range of curves Theoretical relationship (bilinear)
Longitudinal displacement of the rail u
Resistance of the rail in sleeper (loaded track) (frozen ballasttrack without ballast)
Resistance k of the track
Resistance of sleeper in ballast only (loaded track) Resistance of rail in sleeper (unloaded track) (frozen ballast or track without ballast)
Resistance of sleeper in ballast (unloaded track)
Displacement ⇒
u0
u
⇒
a) Simply-supported deck / no rail expansion device
Simply-supported deck / with rail expansion device
b) Continuous deck / no rail expansion device fixed support at one end
Continuous deck / with rail expansion device fixed support at one end
c) Continuous deck / no rail expansion device fixed intermediate support
Continuous deck / with rail expansion device fixed intermediate support
d) Series of simply-supported or continuous decks / no rail expansion device
Series of simply-supported or continuous deck / with rail expansion device
ΘH
ΘH
L1
L
L
L1
σrail
(L1 + L, K, k)
K
L1
L
k K K
L
ΘH
ΘH
ΘH
ΘH
ΘH
ΘH
100 90 80 70
] 60
2
m 50 m / N [
K2k60 K2k40
40 K5k60
30
K5k40
20
K20k60 K20k40
10 0 10
20
30
40
50
60
70
80
90
100
110
100 90 80 70
] 60
2
m 50 m / N [ 40 K20k40
30
K20k20
20
K5k20 K2k20 K5k40
10
K2k40
0 10
20
30
40
50
60
70
80
90
100
110
8000 K20k40 K20k60
7000
K2k40
6000
K2k60
5000
] N4000 k [ 3000 2000 1000 0 50
100
150
200
250
300
350
400
100 90 K2k60
80 70
K2k40
] 60
2
m m50 / N [ 40 30 K20k60
20
K20k40
10 0 50
100
150
200
250
300
350
400
100.0
gamma=0.5 / K2
RAIL STRESS AT THE FIXED DECK END
gamma=0.0 / K2
ENVELOPE,
Θ
H = 8 m m , A 60
gamma=0.5 / K5 gamma=0.0 / K5
90.0
gamma=0.5 / K20 gamma=0.0 / K20
80.0
70.0
) a P M ( F , l i a r
60.0
50.0
40.0
30.0
20.0
10.0
0.0 0
15
30
45
60
75
90
10 5
1 20
13 5
15 0
SPAN LENGTH (m )
gamma=-5 / K2
RAIL STRESS AT THE FIXED DECK END
gamma=0.0 / K2
ENVELOPE,
Θ
H=1mm, A
60
gamma=-5 / K5
100.0
gamma=0.0 / K5 gamma=-5 / K20 gamma=0.0 / K20
80.0
60.0
(MPa)40.0 rail,F
20.0
0.0
-20.0 0
15
30
45
60
75
90
105
120
135
150
SPAN LENGTH
gamma=0.5 / K2
RAIL STRESS AT THE MOVABLE DECK END
gamma=0.0 / K2
ENVELOPE,
Θ
H = 8m m , A 60
gamma=0.5 / K5
20.0
gamma=0.0 / K5 gamma=0.5 / K20
10.0
gamma=0.0 / K20 0.0
-10.0
) a P M ( M , l i a r
-20.0
-30.0
-40.0
-50.0
-60.0
-70.0
-80.0 0
15
30
45
60
75
90
105
120
135
150
SPA N LENGTH (m )
RAIL STRESS AT THE MOVABLE DECK END ENVELOPE,
Θ
H=1mm, A
60
0.0
-20.0
-40.0
-60.0 (MPa) rail,M
-80.0 gamma=-5 / K2 gamma=0.0 / K2 gamma=-5 / K5
-100.0
gamma=0.0 / K5 gamma=-5 / K20 gamma=0.0 / K20
-120.0 0
15
30
45
60
75
90
105
120
135
150
SPAN LENGTH
gamma=0.5 / K2
SUPPORT REACTION
gamma=0.0 / K2
ENVELOPE,
Θ
H = 8m m , A 60
gamma=0.5 / K5
2500.0
gamma=0.0 / K5 gamma=0.5 / K20 gamma=0.0 / K20 2000.0
) 1500.0 N K ( t r o p p u s
F
1000.0
500.0
0.0 0
15
30
45
60
75
90
105
120
135
150
SPA N LENGTH (m )
2500.0
gamma=-5 / K2
SUPPORT REACTION
gamma=0.0 / K2
ENVELOPE,
Θ
H=1mm, A
60
gamma=-5 / K5 gamma=0.0 / K5 gamma=-5 / K20 gamma=0.0 / K20
2000.0
1500.0 (KN) F
support
1000.0
500.0
0.0 0
15
30
45
60
75
90
105
120
135
150
SPAN LENGTH
0.30 H
H
H
0.50 DECK TYPE 1
DECK TYPE 2
DECK TYPE 3
90 m 300 m
var.
300 m
60 m 60 m
100 m
60 m
60 m
60 m
60 m
100 m
6 2 7 , 0 , 5 , 2 8 3 1 1 9 2 - 1 -
s s e r t l r s a o l a m b r t o r e l u o t S G %
4 4 2 , 0 , 1 , 4 7 9 3 2 6 2 - 1 -
s s e r t l r s a o l a m b r t o r e l u o t S G %
, 2 , 0 , 0 , r 2 , 1 , 6 , 1 , r 3 4 5 0 1 o 6 6 0 0 o r r 1 r 3 1 r 3 E E 1 % % 3 4 ) 1 , 2 3 , ) 0 , 2 3 , ° 2 0 - 0 - 0 ° 1 0 - 0 - 2 T , 9 E E 6 T , 0 E E 6 8 0 1 5 3 2 2 2 m m 2 7 s s , 1 , , 0 , ( ( 2 4 2 7 x x m m
r 3 , 0 , 3 , 9 , r 2 , 1 , 6 , 1 , o 6 0 7 9 o 4 5 0 1 r r 3 2 6 6 r r 3 1 - E E 1 % % t 2 2 3 3 4 2 3 0 , t c 5 c , 0 0 4 , 0 - 0 - 0 e 1 - - 0 e 7 f f 6 E E 2 f 6 E E 8 f 3 7 7 e - 9 3 e 4 6 3 l l , 1 , , 9 , a a 2 2 - 4 - 6 b b o o l l G G 6 2 3 3 4 2 3 6 0 0 , 0 , , 0 , - 0 - 3 - 3 - 0 9 m 1 E E 2 E E m 2 9 5 0 6 5 5 2 2 u - 1 3 2 u 1 7 0 0 , , S S - , , 2 2 2 - 1 - 7 3 3 7 1 . 6 , . 3 , 3 4 7 t , 0 8 0 - 0 - 8 t - 0 - 7 3 o 2 o 2 E E E E r 8 r 1 4 2 d 0 3 d - 6 1 6 , 6 , , 6 , n n 2 1 E E - 1 - 9 6 3 3 7 6 3 6 , 3 0 g 1 , 0 , g , - 0 - 6 - 0 - 0 n 0 n 9 9 i 2 i E E E E 1 2 3 k 3 k 9 4 2 5 - 1 8 8 a 8 a 1 , , - r , 8 , r 3 3 3 B B - 3 4 2 3 3 4 2 3 3 , , k 1 , 0 , 0 - 0 - 0 k 1 - 0 - 0 c 3 E E 6 c 3 E E 6 e 4 5 3 8 e 4 5 3 8 d - 2 d - 2 , 1 , , 1 , ° ° 2 4 2 T - T - 4 l l i 6 i 6 a a r 2 r 2 0 0 0 0 0 0 ° 1 ° 1 T T
t t i a i a n P m m N n P m m N K K U M U M . . . . . . t t c c c c a c t a c y s y s s l s l a l a l t a a i i e e t r p p e t r p p e s r s r t s i n t i s i . n . a s a s i d p d . p . p l d l d u i u . . i p l l s s a a Q r e b u Q r e b u r a s r a s n n o o i i t t c 1 1 1 1 c 2 2 2 2 e e r r i i d d . . s s i i d . 5 5 5 5 d . g g 5 5 5 5 n n o o l l n 0 0 0 0 n 0 0 0 0 a 9 9 9 9 a 9 9 9 9 p p s s e e p p y y t t k 3 3 3 3 k 3 3 3 3 c c e e d d . . o o 3 3 3 6 N 3 N - - - - 6 - 6 - 6 e 1 1 1 1 e 4 4 4 4 s P P P P s P P P P a a c c