140 CHAPTER 5 Energy Methods
Fig.5.19
Deflection of a bent rod.
First,considerthedisplacementinthedirectionparalleltothexaxis.FromEqs.(5.21),
(^) x=
∫
L
M 0 M 1
EI
ds+
∫
L
T 0 T 1
GJ
ds
Usingatabularprocedure,
M 0 M 1 T 0 T 1
︷ ︸︸ ︷ ︷ ︸︸ ︷︷ ︸︸ ︷ ︷ ︸︸ ︷
Plane xy xz yz xy xz yz xy xz yz xy xz yz
CD 0 0 0 y 0000 0 00 0
CB 0 0 −wz^2 /2 0 z 000 0 l 00
BA −wlx 00 ll 000 wl^2 /200 0
Hence,
(^) x=
∫l
0
−
wl^2 x
EI
dx
or
(^) x=−
wl^4
2 EI