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Stiffness Matrix Formulation in Truss Problems
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Stiffness Matrix Formulation in Truss Problems
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Author:
Venkatesh Sathya Harisyam
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Stiffness matrix (Truss problems)
r 1 x
r 2 x
u1 u 2 L
AE
u 2 u1 L
AE
r r
1 x
2 x
a1 AE 1 1 1 a 2 L 1 Element stiffness matrix (1-D) e
e
r
K
e
K * a a1 u1*
co cos
v1* sin
a 2 u 2 * cos v 2 * sin
u1 a1 cos sin 0 0 v1 0 cos sin u 2 a 2 0 v2 e
L
a
Force transformation matrix
r
r 1 cos 0 r 2 sin 0 r 1 r 3 0 cos r 2 r 4 0 sin x
r
T
e
e
T
e
e
L r e
L
L
e
*K *a
x
T
e
L
r
T
e
e
e
e
*K * L *a
u1 cos 0 1 1 cos sin 0 0 0 v1 AE sin r 1 0 0 cos sin u 2 L 0 cos 1 v 2 0 sin e
c 2 cs c 2 cs u1 2 2 AE sc s sc s v1 [r ] 2 2 cs u 2 L c cs c 2 2 sc s sc s v 2 e
c
cos
s
sin
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