In this paper boundary integral method is generalized to solve the problem of bending of heavy camber cantalever beam.
采用边界积分法求解了大挠度悬臂梁的弯曲问题，给出了求解大挠度悬臂梁的解析解的新方法。
The efficiency of above-mentioned method for solving these problems is tested by comparison with the boundary integral method.
并通过与边界积分方法比较，验证了有限元—人工透射边界方法对解决此类问题的有效性。
The properties of the moment can be obtained from model tests and computations, Two numerical methods, finite element method and boundary integral method, are introduced.
介绍了水力矩实验装置及水力矩的两种数值方法：有限元法和积分方程法。
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