ティモシェンコばりの線形化有限変位理論
1985 年 1985 巻 362 号 p. 75-80
詳細
1985 年 1985 巻 362 号 p. 75-80
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 equation result in the same buckling load as the Engesser formula which has been considered reasonable from the theoretical point of view.
