LINEARIZED TIMOSHENKO BEAM THEORY IN FINITE DISPLACEMENTS.

Akio Hasegawa, Tetsuo Iwakuma, Shigeru Kuranishi

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

A linearized finite displacement theory of the Timoshenko beam is formulated as the counterpart to so-called beam-column theory of the Bernoulli-Euler beam. The corresponding stiffness equation is derived in a useful form for practical applications. Both theory and stiffness equations result in the same buckling load as the Engesser formula which has been considered reasonable from the theoretical point of view.

Original languageEnglish
Pages (from-to)75-80
Number of pages6
JournalDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
Issue number362 /I-4
Publication statusPublished - 1985 Oct 1

ASJC Scopus subject areas

  • Engineering(all)

Fingerprint Dive into the research topics of 'LINEARIZED TIMOSHENKO BEAM THEORY IN FINITE DISPLACEMENTS.'. Together they form a unique fingerprint.

  • Cite this