671017.pdf

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eliminated in ( 9 ) through the governing differential equilib-
rium equations of ( 3 )and( 4 ). Therefore, the system virtual
forceequationcanbewrittenas


−훿P푇U+∫


훿푀(푥)

푀(푥)

IE

푑푥 +∫


훿푉푠(푥)

푉푠(푥)

GA

푑푥

+∫


푑훿푉푠(푥)

푑푥

(

1

푘 1

)(−

푑^2 푀(푥)

푑푥^2

+푝푦(푥)+

푑푉푠(푥)

푑푥

)푑푥

+∫


푑^2 훿푀(푥)

푑푥^2

(

1

푘 1

)(

푑^2 푀(푥)

푑푥^2

−푝푦(푥)−

푑푉푠(푥)

푑푥

)푑푥

+∫


푑^2 훿푀(푥)

푑푥^2

(

1

푘 2

)(

푑^2 푀(푥)

푑푥^2

−푝푦(푥))푑푥=0.

(10)

In order to move all differential operators to the bending
moment푀(푥)and the shear-layer section shear force푉푠(푥),
integration by parts is applied once to the forth term and
twice to the fifth and sixth terms of ( 10 ), respectively, hence
resulting in the following expression:




훿푀(푥)(

푀(푥)

IE

+(

1

푘 1

+

1

푘 2

)(

푑^4 푀(푥)

푑푥^4


푑^2 푝푦(푥)

푑푥^2

)


1

푘 1

푑^3 푉푠(푥)

푑푥^3

)푑푥

+∫


훿푉푠(푥)(

푉푠(푥)

GA

+

1

푘 1

(

푑^3 푀(푥)

푑푥^3


푑푝푦(푥)

푑푥


푑^2 푉푠(푥)

푑푥^2

))푑푥

+[((

1

푘 1

+

1

푘 2

)(

푑^2 푀(푥)

푑푥^2

−푝푦(푥))−

1

푘 1

푑푉푠(푥)

푑푥

)

×

푑훿푀(푥)

푑푥

]


0

+[((

1

푘 1

+

1

푘 2

)(

푑푝푦(푥)

푑푥


푑^3 푀(푥)

푑푥^3

)+

1

푘 1

푑^2 푉푠(푥)

푑푥^2

)

×훿푀(푥)]


0

+[

1

푘 1

(푝푦(푥)+

푑푉푠(푥)

푑푥


푑^2 푀(푥)

푑푥^2

)훿푉푠(푥)]


0

−훿P푇U=0.
(11)

Considering the shear-force definition of ( 2 )andfollow-
ing the Cartesian sign convention, ( 11 )canbewrittenas



훿푀(푥)(

푀(푥)

IE

+(

1

푘 1

+

1

푘 2

)(

푑^4 푀(푥)

푑푥^4


푑^2 푝푦(푥)

푑푥^2

)


1

푘 1

푑^3 푉푠(푥)

푑푥^3

)푑푥

+∫


훿푉푠(푥)(

푉푠(푥)

GA

+

1

푘 1

(

푑^3 푀(푥)

푑푥^3


푑푝푦(푥)

푑푥


푑^2 푉푠(푥)

푑푥^2

))푑푥

−훿푃 1 (푈 1 −((

1

푘 1

+

1

푘 2

)(푝푦(푥)−

푑^2 푀(푥)

푑푥^2

)

+

1

푘 1

푑푉푠(푥)

푑푥

)

푥=0

)

−훿푃 2 (푈 2 −(

1

푘 1

푑^2 푉푠(푥)

푑푥^2

+(

1

푘 1

+

1

푘 2

)

푑푝푦(푥)

푑푥

−(

1

푘 1

+

1

푘 2

)

푑^3 푀(푥)

푑푥^3

)

푥=0

)

−훿푃 3 (푈 3 −((

1

푘 1

+

1

푘 2

)(푝푦(푥)−

푑^2 푀(푥)

푑푥^2

)

+

1

푘 1

푑푉푠(푥)

푑푥

)

푥=퐿

)

−훿푃 4 (푈 4 −(

1

푘 1

푑^2 푉푠(푥)

푑푥^2

+(

1

푘 1

+

1

푘 2

)

푑푝푦(푥)

푑푥

−(

1

푘 1

+

1

푘 2

)

푑^3 푀(푥)

푑푥^3

)

푥=퐿

)

−훿푃 5 (푈 5 −

1

푘 1

(푝푦(푥)+

푑푉푠(푥)

푑푥


푑^2 푀(푥)

푑푥^2

)

푥=0

)

−훿푃 6 (푈 6 −

1

푘 1

(푝푦(푥)+

푑푉푠(푥)

푑푥


푑^2 푀(푥)

푑푥^2

)

푥=퐿

)

=0.

(12)

Due to the arbitrariness of훿푀(푥)and훿푉푠(푥),thegov-
erning differential compatibility equations of the beam and
shear-layer components are obtained; thus

푀(푥)

IE

+(

1

푘 1

+

1

푘 2

)(

푑^4 푀(푥)

푑푥^4


푑^2 푝푦(푥)

푑푥^2

)


1

푘 1

푑^3 푉푠(푥)

푑푥^3

=0: for푥∈(0,퐿),

(13)
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