Free Vibration of Composite Thin-Walled Beams with Chordwise Asymmetric Closed Cross-Sections

Table 6

Mass matrix of Model A and Model C.

(a)

CUS & CAS: and
		1	2	3	4	5	6
1
2
3
4
5
6			Sym.

(b)

CUS & CAS: or
		1	2	3	4	5	6
1
2
3
4
5
6			Sym.