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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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828 ELIA EFRAIM AND MOSHE EISENBERGER<br />

h/R = 0.1 h/R = 0.2<br />

Clamped-Free SS-Free Clamped-Free SS-Free<br />

n 5 DOF Lit. Diff.% 7 DOF Lit. Diff.% 5 DOF Lit. Diff.% 7 DOF Lit. Diff.%<br />

1.1353 1.139 –0.32 1.0722 1.072 0.02 1.2777 1.289 –0.88 1.0583 1.059 –0.06<br />

0 2.0232 2.014 0.45 1.7280 1.726 0.12 2.0232 2.013 0.50 2.0223 2.014 0.41<br />

2.1232 2.125 –0.08 2.0231 2.010 0.65 2.7504 2.747 0.12 2.4947 2.487 0.31<br />

0.9833 0.984 –0.07 0.8890 0.887 0.22 1.1492 1.152 –0.24 0.8968 0.895 0.20<br />

1 2.1026 2.106 –0.16 1.7584 1.756 0.14 2.3395 2.337 0.11 2.3347 2.332 0.12<br />

2.4140 2.408 0.25 2.3790 2.369 0.42 2.8142 2.810 0.15 2.5781 2.565 0.51<br />

0.7965 0.794 0.32 0.6507 0.648 0.41 1.0567 1.053 0.35 0.7540 0.751 0.40<br />

2 2.2267 2.232 –0.24 1.8775 2.038 –7.88 2.8075 2.822 -0.51 2.6616 2.670 –0.31<br />

3.0967 3.088 0.28 3.0846 2.764 11.6 3.1626 3.150 0.40 3.1131 3.087 0.85<br />

0.7515 0.748 0.47 0.5844 0.581 0.58 1.1578 1.154 0.33 0.8790 0.879 0.00<br />

3 2.4119 2.416 –0.17 2.0644 2.522 –18.1 3.0761 3.099 -0.74 2.9268 2.939 –0.42<br />

3.3919 3.398 –0.18 3.3843 2.524 34.1 3.6591 3.634 0.69 3.5337 3.459 2.16<br />

0.8764 0.873 0.39 0.7344 0.731 0.47 1.4400 1.441 –0.07 1.2250 1.230 –0.40<br />

4 2.6411 2.643 –0.07 2.2964 2.307 –0.46 3.3779 3.407 –0.85 3.2616 3.278 –0.50<br />

3.5287 3.532 –0.09 3.5250 3.477 1.38 3.8222 3.782 1.06 3.6590 3.586 2.03<br />

1.1272 1.126 0.11 1.0160 1.014 0.20 1.8473 1.853 –0.31 1.6855 1.693 –0.44<br />

5 2.8959 2.894 0.06 2.5589 2.546 0.51 3.7419 3.772 –0.80 3.6600 3.675 –0.41<br />

3.7873 3.789 –0.04 3.7869 3.780 0.18 4.0686 4.025 1.08 3.8853 3.818 1.76<br />

Table 2. Nondimensional frequency λ = ωR √ ρ/E for hemispherical shells with 60 ◦<br />

cutout at the apex, with free boundary conditions at the cutout <strong>and</strong> different boundary<br />

conditions at the base. The columns “5 DOF” <strong>and</strong> “7 DOF” give the result with the<br />

present method (one exact element <strong>and</strong> the specified number <strong>of</strong> degrees <strong>of</strong> freedom).<br />

“Lit.” refers to [Gautham <strong>and</strong> Ganesan 1992]. “Diff.%” is the ratio (λexact − λFE)/λFE.<br />

60°<br />

Figure 3. Left: hemispherical annular shell with linearly varying thickness; φ0 = 60<br />

=<br />

φ = ° φ = ° + = =<br />

◦ ,<br />

hb/he = 1/3 (results in Table 3, left). Right: spherical barrel shell with variable thickness;<br />

φb = 45◦ , φe = 135◦ , (hb +he)/2R = 0.2, hb/he = 1/3, µ = 0.3 (results in Table 3,<br />

right, <strong>and</strong> Figures 4–7).<br />

45°<br />

90 °

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