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首次用康氏法获得了变厚度悬臂板的挠度函数，从而扩大了康氏法的应用范围，所用的计算原则与步骤也同样适用于其他边界组合的变厚度矩形板。
For the first time, the deflection function of the variable thickness cantilever plate was obtained by Concan’s method, thus expanding the range of application of Concomitant method. The calculation principles and steps used also apply to the variable thickness rectangular plate with other boundary combinations.