THEORETICAL THREE-DIMENSIONAL ANALYSIS OF FINITE DEFORMATION OF A CLOSED CIRCULAR CYLINDRICAL SHELL SUBJECTED TO PURE BENDING
Author:
Affiliation:
1. Dept. of Architecture, Nagoya Univ.
2. Dept. of Architecture, Chyubu Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/60/468/60_KJ00004100001/_pdf
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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