Considering the difference of cantilever plate between the end and the middle of the concrete box bridge , the chief influence factor is studied 考虑箱梁端部和跨中悬臂板根部的区别，研究了影响变厚度悬臂根部弯矩的主要因素。
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Being aimed to the irrationality and inadaptability of different calculation methods for wide cantilever plate , study of space numeric simulation analysis about concrete box bridge cantilever plate can be carried out for three dimension solids based on ansys 摘要针对混凝土箱梁悬臂板诸多算法的不合理性，应用大型通用有限元分析软件ansys ，以三维实体单元对混凝土箱梁悬臂板进行空间数值仿真分析研究。
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