Plastic Buckling Approximation for Transition Ringbeams in Steel Silos

Author:

Teng J. G.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Galletly G. D. (1985). “Torispherical shells.” Shell structures: stability and strength R. Narayanan ed. Elsevier Applied Science New York N.Y.

2. Galletly G. D. and Blachut J. (1985). “Torispherical shells under internal pressure-failure due to asymmetric buckling or axisymmetric yielding.” Proc. Inst. of Mech. Engrs. 1999(C3) 225–228.

3. Gaylord E. H. and Gaylord C. N. (1984). Design of steel bins for storage of bulk solids . Prentice Hall Inc. Englewood Cliffs N.J.

4. Greiner R. (1991). “Elastic plastic buckling at cone cylinder junctions of silos.” Buckling of shell structures on land in the sea and in the air J. F. Jullien ed. Elsevier Applied Science New York N.Y.

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