理想化繊維強化材の有限平面変形 : 第1報,真直ばりの大たわみ

抄録

The large deflections of a fiber-reinforced straight beam is analysed in the framework of the theory of ideal fiber-reinforced composite materials. The beam is reinforced in the axial direction and simply supported at its ends. It is subjected to uniform pressure at the lateral surface as well as at the ends. Universal solutions are obtained and the results for a linear elastic response are shown in figures.