| 狭长矩形简支梁一端受力偶作用时的侧向屈曲临界载荷 |
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| 引用本文： | 署恒木,罗文莉,何云. 狭长矩形简支梁一端受力偶作用时的侧向屈曲临界载荷[J]. 中国石油大学学报(自然科学版), 2001, 25(6) |
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| 作者姓名： | 署恒木 罗文莉 何云 |
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| 作者单位： | 1. 石油大学储运与建筑工程学院,
2. 胜利油田采油工艺研究院, |
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| 摘 要： | 狭长矩形梁的侧向屈曲是工程设计中要考虑的重要问题 ,文中讨论了两种狭长矩形截面简支梁在一端受集中力偶作用时发生侧向屈曲的问题。从理论上推导了其临界载荷计算公式 ,同时给出了用能量法计算其临界屈曲载荷的表达式 ,并给出了其近似解 ,两者结果吻合很好。该公式可供工程设计人员使用。
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| 关 键 词： | 简支梁 侧向屈曲 临界载荷 能量法 计算公式 |
LATERAL BUCKLING OF PIN-ENDED BEAM WITH A COUPLE APPLIED AT ONE END OF PIN-ENDED BEAM |
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| SHU Heng mu,et al.. LATERAL BUCKLING OF PIN-ENDED BEAM WITH A COUPLE APPLIED AT ONE END OF PIN-ENDED BEAM[J]. Journal of China University of Petroleum (Edition of Natural Sciences), 2001, 25(6) |
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| Authors: | SHU Heng mu et al. |
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| Abstract: | The lateral buckling of two kinds of pin ended beam under the action of a couple at one end of the beam is discussed. The critical value formulae of lateral buckling are derived by using theory analysis and energy approximate methods. The results obtained by the two methods are in good agreement. The formulas can be applied in the design of engineering structures. |
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| Keywords: | lateral buckling critical load pin ended beam energy method calculation formula |
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