[1]GB50018—2002, 冷弯薄壁型钢结构技术规范[S]. [2]Hu S D, Ye B, Li L X. Materials properties of thick wall coldrolled welded tube with a rectangular or square hollow section [J]. Construction and Building Materials, 2011, 25(5): 26832689. [3]李黎明, 姜忻良, 陈志华, 等. 冷弯厚壁型钢钢管冷作硬化效应[J]. 天津大学学报, 2008, 41(1): 8591. LI Liming, JIANG Xinliang, CHEN Zhihua, et al. Strain hardening of thickwalled cold formed steel tube[J]. Journal Tianjin University, 2008, 41(1): 8591. [4]Afshan S, Rossi B, Gardner L. Strength enhancements in coldformed structural sections——Part I: Material testing [J]. Journal of Constructional Steel Research, 2013, 83: 177188. [5]Rossi B, Afshan S, Gardner L. Strength enhancements in coldformed structural sections——Part II: Predictive models [J]. Journal of Constructional Steel Research, 2013, 83: 189196. [6]Ashraf M, Gardner L, Nethercot D A. Strength enhancement of the corner regions of stainless steel crosssections [J]. Journal of Constructional Steel Research, 2005, 61(1):3752. [7]Gardner L, Nethercot D A. Experiments on stainless steel hollow sections——Part 1: Material and crosssectionalbehavior [J]. Journal of Constructional Steel Research, 2004, 60(9):12911318. [8]GB/T 228.1—2010, 金属材料拉伸试验第1部分: 室温试验方法[S]. [9]Van der Merwe P, Van den Berg G J. Prediction of corner mechanical properties for stainless steels due to cold forming[EB/OL].[20130910]. https://mospace.umsystem.edu/xmlui/bitstream/handle/10355/27982/Prediction_of_Corner_Mechanical_Properties_for_Stainless_Steels_Due_to_Cold_Forming.pdf?sequence=1. |