赵明华. 桥梁桩基稳定计算长度[J]. 工程力学, 1987, 4(1): 94-105.
引用本文: 赵明华. 桥梁桩基稳定计算长度[J]. 工程力学, 1987, 4(1): 94-105.
Zhao Minghua. Buckling Equivalent Length of Piles[J]. Engineering Mechanics, 1987, 4(1): 94-105.
Citation: Zhao Minghua. Buckling Equivalent Length of Piles[J]. Engineering Mechanics, 1987, 4(1): 94-105.

桥梁桩基稳定计算长度

Buckling Equivalent Length of Piles

  • 摘要: 基桩的稳定长度不仅用于基桩的纵向屈曲问题,而且也是桩身材料强度验算必不可少的参数之一。本文在m法基础上,从最小功能原理出发,利用变分法导得了各种边界条件下基桩的稳定计算长度解,并与已有试验数据作了比较,结果表明本文方法的计算精度较高。此外,文中尚列出了各种实用图和计算公式,可供实际工程设计参考。

     

    Abstract: The buckling equivalent length of a pile is not only used in the buckling of the pile but also one of the necessary parameter checking the material strength of the pile. In this paper, the equivalent lehgth about various boundary are obtained with the calculus of variations from the principle of minimum potential energy basing on the "m" method. The results calculated by our method in this paper are compared with those obtained by experiment, and further indicate that our method is precise. Moreover, various charts and formulas for practical uses are presented.

     

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