| 两端不等弯矩作用下薄壁梁柱的弯扭屈曲 |
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| 引用本文： | 周绪红 王世纪. 两端不等弯矩作用下薄壁梁柱的弯扭屈曲[J]. 湖南大学学报(自然科学版), 1993, 20(5): 112-117,120 |
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| 作者姓名： | 周绪红 王世纪 |
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| 作者单位： | 湖南大学土木工程系，湖南大学土木工程系 |
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| 基金项目： | 高等学校博士学科点专项科研基金资助 |
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| 摘 要： | 本文采用Ｒａｙｌｅｉｇｈ－Ｒｉｔｚ法求解两端不等弯矩作用下单轴对称开口薄壁截面梁柱弯扭屈曲临界荷载，分析中考虑了三种常见的边界条件以及屈曲前变形的影响，将本文弯扭屈由临界荷载理论值与试验值比较，吻合较好。
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| 关 键 词： | 薄壁梁柱 弯扭屈曲 弯矩作用 |
Torsional-Flexural Buckling of Thin-Walled Beam-Columns under Unequal End Moments |
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| Zhou Xuhong Wang Shiji. Torsional-Flexural Buckling of Thin-Walled Beam-Columns under Unequal End Moments[J]. Journal of Hunan University(Naturnal Science), 1993, 20(5): 112-117,120 |
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| Authors: | Zhou Xuhong Wang Shiji |
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| Affiliation: | Department of Civil Engineering |
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| Abstract: | The Rayleigh-Ritz method is used to determine the torsional-flexural buckling load of singly symmetric thin-walled open sections under axial thrust and unequal terminal moments. Three kinds of common boundary conditions are taken into consideration, and the effect of Pre-buckling deflections is included in the analysis. The theoretical torsional-flexural buckling are in satisfactory agreemint with the values obtained experimently. |
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| Keywords: | thin-walled beam column thin-walled member energy method critical load/torsional-flexural buckling |
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