Issue 55

S. Merdaci et alii, Frattura ed Integrità Strutturale, 55 (2021) 65-75; DOI: 10.3221/IGF-ESIS.55.05

E z

E z

E z

( )

( )

( )

 

  

11 Q Q

Q

Q Q Q

,

,

(7)

 2 1

22

12

44

55

66

2

2

1

1

The static equations can be solved by virtual displacement. It may be classified as analysis

h

/2

 

 

 

                  

 d dz q W d  

 

(8)

0

x x

y

y

xy

xy

yz

yz

xz

xz

h

/2

The top surface. Where the results of stress N, M and S are described by:

     

     

, , , x N N N M M M M M M y b x b y s s , , ,

          1 ( ) f z

xy

h

 /2

    , , x y xy

b

z dz

,

(9a)

xy

h

/2

s

x

y

xy

h

/2

   , xz yz

   h

, s xz yz s

S S

( ) g z dz

(9b)

/2

The stress result is given as

s

     

     

           b s N A B B M A D D k S A M B D H k           b s   , s s s s

s

(10)

t

t

t

b

b x

b

b

s

s

s

s

 y xy N N N N M M M M M M M M   , , , , , , , , x y xy y xy x

(11a)

t

t

t

 x y xy x y xy k k k k k k k k  , , b b b , , , s b s s s

0 0 0 , , ,

     x y xy

(11b)

11 A A

11 B B

11 D D

0

0

0 0

    

    

    

    

    

    

12

12

12

 A A A

 B B B

 D D D

(11c)

0 ,

0 ,

12

22

12

22

12

22

A

B

D

0 0

0 0

0 0

66

66

66

s

s

s

s

s

s

     

     

     

     

     

     

11 B B

11 D D

11 H H

0

0

0 0

12

12

12

s

s

s

s

s

s

s

s

s

 B B B

 D D D

 H H H

0 ,

0 ,

(11d)

12

22

12

22

12

22

s

s

s

B

D

H

0 0

0 0

0 0

66

66

66

   

s

A

0

      , xz yz

t

t

44

s

s

s

 S S S ,

 

(11e)

A

,

,

xz yz

s

A

0

 

55

where Aij , Bij , etc is defined as plate stiffness

68

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