In this paper boundaryintegralmethod 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。
2
The efficiency of above-mentioned method for solving these problems is tested by comparison with the boundaryintegralmethod.
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。
3
The properties of the moment can be obtained from model tests and computations, Two numerical methods, finite element method and boundaryintegralmethod, are introduced.