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Steel slit damper for prevention of out-of-plane buckling and stress concentration

机译:钢缝减震器,用于防止平面外弯曲和应力集中

摘要

The present invention provides a steel slit damper having a stress concentration and a prevention of out-of-plane buckling, which prevents premature rupture due to stress concentration of a strut in which plastic deformation is caused, suppresses lateral buckling in the out-of-plane direction, and induces large plastic deformation in the in- do. According to a preferred embodiment of the present invention, there is provided a lower plate having a rectangular cross section over a certain length; An upper plate having the same cross-sectional structure as the lower plate and disposed on the upper portion of the lower plate; A plurality of struts having a predetermined length, one end of which is integrally connected to the lower plate and the other end is connected to the upper plate; And slits formed through adjacent struts, respectively; The center portion of the slit is formed to be convex at a center of rotation centered on the center line passing through the center of the strut so that the cross sectional area of the strut is smaller than the upper and lower ends, Stress concentration is prevented, and at the same time, the central portion of the strut deforms preferentially over the upper and lower ends.
机译:本发明提供了一种钢缝阻尼器,其具有应力集中并防止面外弯曲,其防止了由于引起塑性变形的支柱的应力集中而导致的过早破裂,并且抑制了外面弯曲的发生。平面方向,并在内部引起较大的塑性变形。根据本发明的一个优选实施例,提供了一种在一定长度上具有矩形横截面的下板。上板具有与下板相同的横截面结构,并设置在下板的上部;多个具有预定长度的支柱,其一端与下板一体地连接,另一端与上板连接。并通过相邻的支柱分别形成狭缝;狭缝的中心部分在以穿过支柱的中心的中心线为中心的旋转中心处形成为凸形,使得支柱的截面积小于上端和下端,从而防止应力集中并且,同时,撑杆的中心部分在上下两端优先变形。

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