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TECHNICAL PAPERS

Bifurcation Buckling Analysis of Conical Roof Shell Subjected to Dynamic Internal Pressure by the Finite Element Method

[+] Author and Article Information
Seiya Hagihara

Department of Mechanical Engineering, Saga University, Saga 840-8502, Japane-mail: hagihara@me.saga-u.ac.jp

Noriyuki Miyazaki

Department of Chemical Engineering, Kyushu University, Fukuoka, 812-8581 Japane-mail: miyazaki@chem-eng.kyushu-u.ac.jp

J. Pressure Vessel Technol 125(1), 78-84 (Jan 31, 2003) (7 pages) doi:10.1115/1.1533801 History: Received July 27, 2001; Revised October 25, 2002; Online January 31, 2003
Copyright © 2003 by ASME
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References

Yoshida,  S., and Miyoshi,  T., 1991, “Buckling Analysis of the Top End Closure of Oil Storage Tanks Under Internal Pressure,” Trans. Jpn. Soc. Mech. Eng., Ser. A, 51(541), A, pp. 2110–2115.
Miyazaki,  N., Hagihara,  S., Ueda,  T., Munakata,  T., and Soda,  K., 1992, “Finite Element Dynamic Bifurcation Buckling Analysis of Torispherical Head of BWR Containment Vessel Subjected to Internal Pressure,” Nucl. Eng. Des., 133(1), pp. 245–251.
Liu,  Z., Swenson,  D. V., and Fenton,  D. L., 1996, “Frangible Roof Joint Behavior of Cylindrical Oil Storage Tanks Designed to API 650 Rules,” ASME J. Pressure Vessel Technol., 118, pp. 326–331.
Akkas,  N., 1972, “Asymmetric Buckling Behavior of Spherical Caps Under Uniform Step Pressures,” ASME J. Appl. Mech., 39(1), pp. 293–294.
Bushnell,  D., 1974, “Bifurcation Buckling of Shells of Revolution Including Large Deflections, Plasticity and Creep,” Int. J. Solids Struct., 10(11), pp. 1287–1305.
Yamada, Y., Huang, Y., and Nishiguchi, I., 1980, “Deformation Theory of Plasticity and its Installation in the Finite Element Analysis Routine,” Numerical Methods in Fracture Mechanics, eds., D. R. J. Owen and A. R. Luxmoore, Pineridge Press, Swansea, p. 343.
Miyazaki, N., Hagihara, S., and Munakata, T., 1989, “Elastic-Plastic Creep Buckling Analysis of Partial Spherical Shell by the Finite Element Method, Proceedings of the Second International Conference,” Computational Plasticity, pp. 687–698.
Yoshida, S., and Miyoshi, T., 1992, “Buckling Analysis of Oil Storage Tanks Under Dynamic Internal Pressure,” Proc. 5th Computational Mechanics Conference of JSME (in Japanese), No. 920-92, pp. 267–268.
Miyazaki,  N., Hagihara,  S., Munakata,  T., 1992, “Bifurcation Creep Buckling Analysis of Circular Cylindrical Shell Under Axial Compression,” Int. J. Pressure Vessels Piping, 52(1), pp. 1–10.
Isozaki,  T., Soda,  K., and Miyazono,  S., 1991, “Structural Analysis of Japanese PWR Steel Containment Vessel Under Internal Pressure Loading,” Nucl. Eng. Des., 126(3), pp. 387–393.

Figures

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Dimensions of conical roof shell
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Three kinds of dynamic pressure loading
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Relationship between bifurcation buckling pressure for static loading and R/h
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Minimum bifurcation pressures for ramp loadings in case of R=5 m
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Minimum bifurcation pressures for pulse loadings in case of R=5 m
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Minimum bifurcation pressures for ramp loadings in case of R=10 m
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Minimum bifurcation pressures for pulse loadings in case of R=10 m
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Minimum bifurcation pressures for ramp loadings in case of R=15 m
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Minimum bifurcation pressures for pulse loadings in case of R=15 m
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Buckling modes for ramp loadings in case of R=5 m,h=12 mm
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Buckling modes for pulse loadings of Tp=10 ms in case of R=5 m
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Buckling modes for pulse loadings of Tp=10 ms in case of R=10 m
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Buckling modes for pulse loadings of Tp=10 ms in case of R=15 m
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Buckling modes for pulse loadings of Tp=20 ms in case of R=15 ms
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Buckling modes for pulse loadings in case of R=15 m and h=4 mm
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Dynamic response of the radial displacements at the midplane of conical roof
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Dynamic response of radial displacements at the joint between conical roof and attached cylinder
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Dynamic response of radial displacements at the midplane of attached cylinder
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Minimum bifurcation pressure related with radius/thickness ratio

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