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柔性约束下压杆的一些稳定和不稳定的临界状态 被引量:2

Some Stable and Unstable Critical States of a Compression Rod With a Flexible Support
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摘要 研究了一端固定、一端弹簧约束滑动固定的压杆在Euler临界载荷作用下的稳定性.将系统的势能表示为转角的泛函,将扰动量展开成Fourier级数,将势能的二阶变分表示成一个二次型,得到在临界状态下势能的二阶变分半正定,并求得临界载荷与屈曲模态.进一步研究临界状态下高阶变分的正定性,包括四阶和六阶变分的正定性.结果表明,与刚性约束不同的是,柔性约束压杆临界状态的稳定性与约束的刚度有关,有稳定与不稳定之分,并给出了临界状态是稳定和不稳定的情况下柔性约束相对刚度的范围. Under Euler' s critical load, the stability of a slender compression rod with one end fixed and the other clamped in rotation but translationally restrained by a spring was studied. The potential energy of the system was expressed with the functional of the rod deflection angle ; the disturbance was expanded into the Fourier series ; the 2nd-order variation of the potential energy was expressed with a quadratic form. The 2nd-order positive semidefinite variation in the critical state was derived with the buckling mode and the critical load obtained. A further study of the positive definiteness of higher-order variations, including the 4th and 6th varia- tions, indicates that the stability of the compression rod with a flexible support is related to the stiffness of the flexible constraint and may be stable or unstable, which is different from the case of a rigid constraint. In the stable and unstable critical states the ranges for the relative stiffness of the flexible support were also given.
出处 《应用数学和力学》 CSCD 北大核心 2017年第8期877-887,共11页 Applied Mathematics and Mechanics
基金 高等学校博士学科点专项科研基金(20120009110019)
关键词 柔性约束 相对刚度 高阶变分 正定 稳定性 flexible support relative stiffness high-order variation positive definiteness stability
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  • 1Hobbs R E. In-service buckling of heated pipelines[J].Journal of Transportation Engineer?ing, ASCE, 1984, 110(2): 175-189.
  • 2Palmer A C, Ellinas C P, Richards D M, GuijtJ. Design of submarine pipelines against up?heaval buckling[CJ I I Proceedings of the 22nd Offshore Technology Conference. Houston, Texas, 1990: 551-560.
  • 3Sriskandarajah T, Anurudran G, Ragupathy P, Wilkins R. Design considerations in the use of pipe-in-pipe systems for Hp/Ht subsea pipelines[C]/ IProceedings of the 9th International Offshore and Polar Engineering Conference. Brest, France, 1999: 672-682.
  • 4Vaz M A, Patel M H. Lateral buckling of bundled pipe systems[J]. Marine Structures, 1999, 12( 1) : 21-40.
  • 5Bruton D, Carr M, Crawford M, Poiate E. The safe design of hot on-bottom pipelines with lateral buckling using the design guideline developed by the SAFEBUCKJoint industry project[CJ I I Proceedings of the Deep Offshore Technology Conference. Vitoria , Espirito Santo, Bra?zil, 2005: 1-26.
  • 6Jukes P, Eltaher A, SunJ. Extra high-pressure high-temperature(XHPHT) flowlines-design considerations and challenges[CJ I I Proceedings of the ASME 28th International Conference on Ocean, Offshore and Arctic Engineering. Honolulu, Hawaii, 2009: 1-10.
  • 7Kristoffersen A S, Asklund PO, Nystrom P R. Pipe-in-pipe global buckling and trawl design on uneven seabed[CJ I I Proceedings of the 22nd International Offshore and Polar Engineer?ing Conference. Rhodes, Greece, 2012: 166-172.
  • 8Palmer A C, BaldryJ A S. Lateral buckling of axially constrained pipelinesj ,I].Journal of Pe?troleum Technology, 1974, 26( 11): 1283-1284.
  • 9Schaminee PEL, Zorn N F, Schotman GJ M. Soil response for pipeline upheaval buckling analyses: full-scale laboratory tests and modelling[CJ I I Proceedings of the 22nd Offshore Technology Conference. Houston, Texas, 1990: 563-572.
  • 10Maltby T C, Calladine C R. An investigation into upheaval buckling of buried plpelines-+L, ex?perimental apparatus and some observations[J]. InternationalJournal of Mechanical Sci?ences, 1995,37(9): 943-963.

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