In this paper, the reinforcement method with steel plate adhering to a real queen-post girder in bridge was analyzed by using the space entity simulation model, and the effect was validated by load test on site.

• 摘要针对某座桥梁下部结构盖梁采用粘钢法进行加固，对其加固效果采用有限元模型进行仿真分析计算，并通过现场荷载试验进行验证。