THEORETICAL THREE-DIMENSIONAL ANALYSIS OF FINITE DEFORMATION OF A CLOSED CIRCULAR CYLINDRICAL SHELL SUBJECTED TO PURE BENDING

Author:

YAMADA Kouji1,MATSUODA Osamu2,MATSUI Tetsuya1,OHMORI Hiroshi1

Affiliation:

1. Dept. of Architecture, Nagoya Univ.

2. Dept. of Architecture, Chyubu Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference9 articles.

1. 2) CHESTER B. S. A Shell Theory Compared with the Exact Three Dimensional Theory of Elasticity. Int. J, Eng. Sci.. (1968) vol.Vol. 6, p.435-464.

2. 3) BRAZIER L. G. On the Flexure of Thin Cylindrical Shells and Other Thin Sections.. Proc. Royal Soc. London, series A.. (1927) vol.116, p.104-114.

3. 4) DONNEL L. H. A New Theory for Buckling of Thin Cylinder under Axial Compression and Bending. J.Appl. Mech., Trans. ASME. (1934) vol.Vol. 56, p.795-806.

4. 7) 松岡理. Effect of Geometrical Non-Linesr Strain of Elastic Cylindrical Shell in Three Dimnetional Analysis. 第11回海洋工学シンポジウム. (1992)

5. 8) MATSUOKA O. Three Dimensional Non-linear Elastic Analysis of a Circular Cylindrical Shell Subjected to Pure Bending. Proc. of the SEIKEN-IASS Symp. on Nonlinear Analysis and Design of Shell and Spatial Structures, Tokyo. (1993)

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2. THREE-DIMENSIONAL FINITE DEFORMATION ANALYSIS OF A CYLINDRICAL SHELL SUBJECTED TO PURE BENDING USING TORUS COORDINATES;Journal of Structural and Construction Engineering (Transactions of AIJ);1997

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