Journal of Mechanics of Materials and Structures vol. 5 (2010 ... - MSP
Journal of Mechanics of Materials and Structures vol. 5 (2010 ... - MSP
Journal of Mechanics of Materials and Structures vol. 5 (2010 ... - MSP
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834 ELIA EFRAIM AND MOSHE EISENBERGER<br />
Appendix: Entries <strong>of</strong> the coefficient matrices K (0) , K (1) , <strong>and</strong> K (2) in Equation (14)<br />
Only nonzero entries are listed. We set � = 1/φ0.<br />
K (0)<br />
11 = ω2 (ρ/E)(1 − µ 2 )R 2 p R3 0 h + R p R0(R ′ p h′ + R ′′ p h)�2 µ − 1<br />
2 (1 − µ)(R2 p R0κh + R 3 0 hn2 )<br />
K (0)<br />
12<br />
= 1<br />
2 R2 0 n�R′ p h(µ − 3) + R2 0 n�R ph ′ µ<br />
K (0)<br />
13 = R2p R0h ′ �(1 + µ) K (0) 1<br />
14 = 6ω2 (ρ/E)(1 − µ 2 )R 2 p R2 0h3 + 1<br />
2 (1 − µ)R2p R2 0κh K (0)<br />
21<br />
1<br />
= 2 R2 0n�R′ 1<br />
ph(µ − 3) − 2 R2 0n�(1 − µ)R ph ′<br />
K (0)<br />
22 = ω2 (1 − µ 2 )(ρ/E)R 2 p R3 1<br />
0h − 2 (1 − µ)R p R ′′ p R0h� 2 µ − 1<br />
2 (1 − µ)R p R ′ p R0h ′ � 2 − R 3 0hn2 − 1<br />
2 (1 − µ)R2p R0κh − 1<br />
2 (1 − µ)R′2 p<br />
R0h� 2<br />
K (0)<br />
23 = −(1+µ)R p R 2 1<br />
0hn− 2 (1−µ)R p R 2 (0) 1<br />
0κhn K 25 = 6ω2 (ρ/E)(1−µ 2 )R 2 p R2 0h3 + 1<br />
2 (1−µ)R2p R2 0κh K (0)<br />
31 = −(1 + µ)R p R ′ p R0�h − 1<br />
2 (1 − µ)R p R ′ p R0κh� − 1<br />
2 (1 − µ)R2 p R0κh ′ �<br />
K (0)<br />
32<br />
K (0)<br />
34<br />
K (0)<br />
41<br />
K (0)<br />
44<br />
K (0)<br />
45<br />
K (0)<br />
52<br />
K (0)<br />
55<br />
= K (0)<br />
23<br />
= 1<br />
2 (1 − µ)� R 2 p R2 0 κh′ + R p R ′ p R2 0 �κh�<br />
= K (0)<br />
14<br />
K (0)<br />
33 = ω2 (ρ/E)(1 − µ 2 )R 2 p R3 1<br />
0h − 2 (1 − µ)R3 0κhn2 − 2(1 + µ)R 2 p R0h<br />
K (0)<br />
35<br />
= 1<br />
12 ω2 (ρ/E)(1 − µ 2 )R 2 p R3 0 h3 − 1<br />
24 (1 − µ)R3 0 h3 n 2 − 1<br />
12 R′2 p R0h 3 � 2 (1 + µ)<br />
= 1<br />
4 nµR p R 2 0 h′ h 2 � − 1<br />
24 R′ p R2 0 n�h3 (3 − µ)<br />
= K (0)<br />
25<br />
K (0)<br />
53<br />
= K (0)<br />
35<br />
= 1<br />
2 (1 − µ)R p R 3 0 κhn<br />
− 1<br />
2 (1 − µ)R2p R3 1<br />
0κh + 12 R p R ′′ p R0h 3 � 2 µ + 1<br />
4 R p R ′ p R0h ′ h 2 � 2 µ<br />
K (0)<br />
54<br />
= − 1<br />
8 (1 − µ)n R p R 2 0 h′ h 2 � − 1<br />
24 R′ p R2 0 n�h3 (3 − µ)<br />
= 1<br />
12 ω2 (ρ/E)(1 − µ 2 )R 2 p R3 0 h3 + 1<br />
24 (1 − µ)R p R ′′ p R0h 3 � 2 + 1<br />
8 (1 − µ)R p R ′ p R0h ′ h 2 � 2 µ<br />
K (1)<br />
11 = R p R ′ p R0h� 2 + R 2 p R0h ′ � 2<br />
K (1)<br />
12<br />
K (1)<br />
21<br />
K (1)<br />
31<br />
K (1)<br />
33<br />
K (1)<br />
43<br />
− 1<br />
2 (1 − µ)R2p R3 1<br />
0κh − 12 R3 0n2h 3 − 1<br />
12 R2p ′ R0h 3 � 2 (1 − µ)<br />
1<br />
= 2 (1 + µ)R p R 2 (1)<br />
0hn� K 13 = (1 + µ)R2p R0�h + 1<br />
2 (1 − µ)R2p R0K �h<br />
= −K (1)<br />
12<br />
= −K (1)<br />
13<br />
K (1)<br />
22<br />
= 1<br />
2 (1 − µ)R p R ′ p R0h� 2 + 1<br />
2 (1 − µ)R2 p R0h ′ � 2<br />
1<br />
= 2 (1 − µ)(R2p R0κh ′ � 2 + R p R ′ p R2 0�2κh) K (1) 1<br />
34 = 2 (1 − µ)R2p R2 0κh� = K (1)<br />
34<br />
K (1)<br />
44 = �2 R0<br />
K (1)<br />
54<br />
= −K (1)<br />
45<br />
� 1<br />
12 R p R ′ p h3 + 1<br />
4 R2 p h′ h 2�<br />
K (1)<br />
55<br />
K (1)<br />
45<br />
= 1<br />
24 (1 + µ)R p R 2 0 �h3 n<br />
= 1<br />
8 (1 − µ)2�2 R 2 p R0h ′ h 2 + 1<br />
24 (1 − µ)R p R ′ p R0h 3 � 2