Title | DSM - Torsion Example |
---|---|
Course | Structural mechanics |
Institution | University of Salford |
Pages | 2 |
File Size | 126.6 KB |
File Type | |
Total Downloads | 40 |
Total Views | 127 |
DSM - Torsion Example...
DSM – TORSION
SOLUTION k1
1
k2
2
Note:
J
d 4 32
Calculate torsional stiffness for each element:
ROD:
k1
G1J 1 80 103 2.54 l 32 1000
TUBE 1:
k2
G2 J 2 80 103 44 34 l 32 1000
=
0.31 kN.mm/rad
=
1.37 kN.mm/rad
Stiffness matrix:
T1 k1 k 2 k1 k 2 1 T k k k k 2 1 2 1 2 2
k1 k 2 = 1.68 kN.mm/rad Then let:
θ1 = 0,
θ2 = 20° = 0.349 rads
Thus we have:
T1 1.68 1.68 0 T 2 1.68 1.68 0.349 For Row 1:
T1 = - 1.68 x 0.349
For Row 2:
T2 = + 1.68 x 0.349 = +0.58686 kN.mm = 586.8 N.mm (as required)
= -0.58686 kN.mm = -586.8 N.mm
Hence,
max
Tr 586.8 2 32 = 68.3 N/mm2 J 44 34
...