PSI - Issue 18
Yaroslav Dubyk et al. / Procedia Structural Integrity 18 (2019) 622–629 Yaroslav Dubyk and Iryna Seliverstova / Structural Integrity Procedia 00 (2019) 000–000
625
4
  
  
1
1
mR
n
  
  
2
2
1 2
1 2 1
1 2
l n
l n
  
 1      
u C n  mn
v
C
 
mn
3
R m 
l
m Rl 
R
(13)
  
n
  
  
2 l n l n 
3
1 2
mn
w mn
0
C
3 R m m Rl R  
Rl
  
1
1     n
m
  
  
3
1 2
1 2
l n
n l
u C C   mn
v
n m
 
mn
3
Rl
Rl
m
Rl
m R
R
      
      
2
1    
mn
 
  
2 R n m 
(14)
3 3 m
2 
  
3
Rl
Rl
l
2 n Rl
2 n R m 
w mn
C
N
N
xx
m
l
4 2
  
  
1
n l
l
 1  
  
2 n m
2
mn
 
2 R m 
Rl
R mn
Thus, the problem is reduced to the solution of the algebraic system of equations (12)-(14) with respect to the unknown coefficients , , u v w mn mn mn C C C . Finding these unknowns allows us to determine all the force resultants, stresses and deformations. The solutions (12)-(14) are quite simple and allow us to obtain a number of practical results, in particular, we can analyze the influence of nonlinearity on force parameters of dents. It should be noted, that the solution for a harmonic dent is the basic for constructing the solution for a single dent by means of decomposition into double Fourier series. 2.2. Single dent Finding the coefficients of the double row and using solutions for a harmonic dent, it is easy to find a solution for a single dent by adding. For a dent shape from Eq. (2), the Fourier coefficients can be found from the integrals:
2
2
2
   
       
exp        
   
x 
l
0   x     x
0        
0   x     x
1 1
1 2
1 2
 
, 2
m n
1 exp
p
N
dxd
(15)
xx
x
l
0
l
  
   
       
exp        
   
2
2
2
l
0        
0        
0   x     x
1 1
1 2
1 2
 
, 2  0 m n
1 exp
p
N
dxd
(16)
l
l
  
Finding the coefficients of the double Fourier series by Eqs. (15) and (16) and together with the solution for harmonic dent, it is easily to find a solution for a single dent, using coefficient summation:   cos cos u v w x mn mn mn n m H m N C Rm C l n C l n x lR l           (17)   cos cos u v w mn mn mn n m H m N C Rm C ln C l n x lR l           (18)
D
m
n m 
 
2
2
2 w C Rm C ln C l n n      w v
cos cos 
M
x
 
(19)
x
mn
mn
mn
2 2
l R
l
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