| 冷弯薄壁C型钢绕强轴偏心受压构件的极限承载力 |
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| 引用本文： | 程睿,刘松松,黄宗明,石宇,崔佳,李哲刚.冷弯薄壁C型钢绕强轴偏心受压构件的极限承载力[J].重庆建筑大学学报,2018,40(1):9-16. |
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| 作者姓名： | 程睿 刘松松 黄宗明 石宇 崔佳 李哲刚 |
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| 作者单位： | 重庆大学 山地城镇建设与新技术教育部重点实验室, 重庆 400045;重庆大学 土木工程学院, 重庆 400045,重庆大学 土木工程学院, 重庆 400045,重庆大学 山地城镇建设与新技术教育部重点实验室, 重庆 400045;重庆大学 土木工程学院, 重庆 400045,重庆大学 山地城镇建设与新技术教育部重点实验室, 重庆 400045;重庆大学 土木工程学院, 重庆 400045,重庆大学 山地城镇建设与新技术教育部重点实验室, 重庆 400045;重庆大学 土木工程学院, 重庆 400045,中机中联工程有限公司, 重庆 400039 |
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| 基金项目： | 国家自然科学基金（51678060） |
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| 摘 要： | 冷弯薄壁型钢结构多采用有效截面法对构件承载力进行计算，该方法计算繁杂且未考虑构件的畸变屈曲性能。直接强度法采用全截面计算各类参数，能够考虑各种单独屈曲模式及其相关屈曲对构件稳定性能的影响，但目前该方法并不能应用于压弯构件。对冷弯薄壁C形钢绕强轴偏压构件的稳定性能进行参数分析，探讨了构件长度、偏心距、腹板高厚比、翼缘宽厚比和卷边高厚比等因素对构件承载力的影响规律。结合有限元分析结果，基于轴压构件和纯弯构件的直接强度法公式，提出了冷弯薄壁型钢绕强轴偏压构件的极限承载力计算方法。
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| 关 键 词： | 冷弯薄壁型钢 偏心受压 极限承载力 直接强度法 |
| 收稿时间： | 2017/2/26 0:00:00 |
Ultimate strength of C-shaped cold-formed steel members in compression and major axis bending |
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| Cheng Rui,Liu Songsong,Huang Zongming,Shi Yu,Cui Jia and Li Zhegang.Ultimate strength of C-shaped cold-formed steel members in compression and major axis bending[J].Journal of Chongqing Jianzhu University,2018,40(1):9-16. |
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| Authors: | Cheng Rui Liu Songsong Huang Zongming Shi Yu Cui Jia and Li Zhegang |
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| Affiliation: | Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education;School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China,School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China,Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education;School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China,Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education;School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China,Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education;School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China and CMCU Engineering Co. Ltd, Chongqing 400039, P. R. China |
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| Abstract: | Effective section method (ESM) is widely used in the design of cold-formed steel structures. However, the influence of distortional buckling of members was hot considered. A new method for the load carrying capacity of cold-formed steel members, direct strength method (DSM), can effectively estimate the ultimate strength for local, distortional buckling and interactive buckling. However, it is not used for beam-columns. The stability behavior of C-shaped cold-formed members eccentrically compressed around the major axis was analyzed. The effects of Length of member, eccentricity and width-thickness ratio of webs, flanges and edge stiffeners on ultimate strength of members were examined in this study. A calculation method of ultimate strength was proposed based on the original DSM axial compression/bending formulas and the finite element analysis results. |
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| Keywords: | cold-formed steel members eccentrically compressed ultimate strength direct strength method |
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