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以加补充项的FourierBessel双重级数的位移模式,对沿直边简支的双参数地基扇形板在各种边界条件下的弯曲问题,提出一种新的、应用范围比较广的、便于计算的解析形式的解,并给出了算例,此方法推广了加补充项的富氏级数法的应用范围.
Based on the FourierBessel double series displacement model of the supplementary term, a new type of bending problem of two-parameter foundation plate with simple support along the straight edge under various boundary conditions is proposed, which is of a wide range of applications and easy to calculate The solution of the formal solution is given and an example is given. This method generalizes the application range of the Fu’s series method with supplementary terms.