보강판의 좌굴형에 관한 연구

Abstract

이 논문은 종횡으로 보강된 판의 좌굴형의 결정에 관한 것이다.

횡보강재의 강성은 좌굴형을 결정한다. 따라서 티모센코가 사용한 Energy방법에 의해 보강판의 한계강성이 구해진다.

This paper is concerned with the determinatin of the buckling mode of the plate which is stiffened longitudinally and transversely. The rigidity of the transverse stiffener determines the buckling mode, and so the critical rigidity is found by the energy method which was used by Timoshenko for stiffened plate.

This paper is concerned with the determinatin of the buckling mode of the plate which is stiffened longitudinally and transversely. The rigidity of the transverse stiffener determines the buckling mode, and so the critical rigidity is found by the energy method which was used by Timoshenko for stiffened plate.