Buckling Behavior of Long Strips under Various End Conditions in Quasi-Static and Dynamic Loading-Velocity Region-Reference-Cited by-同舟云学术

Buckling Behavior of Long Strips under Various End Conditions in Quasi-Static and Dynamic Loading-Velocity Region

Published:2019-05-15 Issue:5 Volume:68 Page:429-435
ISSN:0514-5163
Container-title:Journal of the Society of Materials Science, Japan
language:en
Short-container-title:J. Soc. Mat. Sci., Japan

Author:

HASHIMOTO Hiroaki¹,MIMURA Koji²,RIKU Isamu²,UMEDA Tsutomu²

Affiliation:

1. Center for Technology Innovation -Mechanical Engineering, Hitachi,Ltd.

2. Dept of Mech Eng, Osaka Prefecture Univ

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Link

https://www.jstage.jst.go.jp/article/jsms/68/5/68_429/_pdf

Reference12 articles.

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2. 2) H. Hashimoto, H. Yaka, I. Riku, T. Umeda and K. Mimura, “Experimental evaluation of dynamic buckling load of GFRP rod for gas circuit breaker”, Applied Mechanics and Materials, Vol.566, pp.593-598(2014).

3. 3) L.Euler，Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes，Lausanne and Geneva, (1744)．

4. 4) G.R.Abrahamson and J.N.Goodier, “Dynamic flexural buckling of rods within an axial plastic compression wave”, J.of Applied Mechanics, 33, pp.241-247(1966).

5. 5) T. Hayashi and Y. Sano, “Dynamic buckling of elastic bar: 1st report, in the case of low impact”, Transactions of the Japan Society of Mechanical Engineers, Vol.38, No.306, pp.277-285 (1972).