摘要
介绍目前国外有关冷弯薄壁不锈钢设计的发展，重点阐述国外冷弯薄壁型钢设计中的有效宽度理论的形成和计算方法，冷弯薄壁不锈钢杆件受压临界屈曲应力的计算理论，冷弯薄壁不锈钢的力学性能及设计特点.
In this paper the current international development in the design of cold-formed stainless steel, with special emphasis on the theory and method to calculate the effective width, the critical buckling strength of the compression members and the mechanical properties and design characteristics of cold-formed stainless steel is introduced.
出处
《钢结构》
1999年第2期58-62,共5页
Steel Construction
关键词
冷弯薄壁不锈钢
屈曲
临界应力
受压构件
cold-formed stainless steel buckling effective width tangent modulus critical stress
