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采用梁格法进行了板式桥梁的ANSYS有限元分析,将其与横向分布系数法所得单板内力相比较,结果表明,按横向分布系数法对板梁结构进行简化计算是可行的,最后将其运用到板梁通用图的设计计算中。
The ANSYS finite element analysis of the slab bridge was carried out by using the beam method. Compared with the internal force of the slab obtained by the transverse distribution coefficient method, the results show that it is feasible to simplify the slab beam structure by the method of transverse distribution coefficient. Finally, Beam general graph design calculation.