In this paper boundary integral method is generalized to solve the problem of bending of heavycamber 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。
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Today, a lot of heavy works are produced on theoretic research because the expression of the equation of camber is often a expression of divided function.