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以某铁路单索面矮塔斜拉桥为例,运用通用有限元软件ANSYS建立塔梁墩固结部位局部实体模型,对其局部应力进行详细分析,得出其各个方向的应力结果,由此加深对该部位详细应力分布状况的认识。
Taking a single cable-stayed cable-stayed bridge with a single cable as an example, a local solid model of the consolidation area of the tower and pier was established by using the finite element software ANSYS. The local stress was analyzed in detail and the stress results in all directions were obtained. Deepen the understanding of the detailed stress distribution in this area.