| 冷弯薄壁不锈钢受压构件临界荷载的计算理论和方法 |
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| 引用本文： | 梁爱华 Berg.,GJ.冷弯薄壁不锈钢受压构件临界荷载的计算理论和方法[J].钢结构,1999,14(2):58-62. |
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| 作者姓名： | 梁爱华 Berg. GJ |
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| 作者单位： | 南非兰德大学工学院土本工程系 |
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| 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.
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| 关 键 词： | 冷弯薄壁不锈钢 屈曲 有效宽度 切线模量 临界应力 |
THE THEORY AND METHOD FOR CALCULATING THE CRITICAL LOAD OF COLD-FORMED STAINLESS STEEL COMPRESSION MEMBERS |
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| Liang Aihua,G.J. van den Berg.THE THEORY AND METHOD FOR CALCULATING THE CRITICAL LOAD OF COLD-FORMED STAINLESS STEEL COMPRESSION MEMBERS[J].Steel Construction,1999,14(2):58-62. |
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| Authors: | Liang Aihua GJ van den Berg |
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| Abstract: | 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. |
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| Keywords: | cold-formed stainless steel buckling effective width tangent modulus critical stress |
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