实测资料表明，上下行并行的钢板梁桥在采用“两桥连接”加固以后，平联杆件的弯曲变形和断裂现象急剧增多。
Measured results indicate that the bend deformation and abruption phenomenon appears very quickly when the "two-bridge-junction" method is adopted in the parallel steel plate beam.
对钢板感应加热成型进行有限元分析，包括钢板截面的温度分析，应力分析，变形分析等。
Simulating the deformation of the steel plate by induction heating in Finite Element Method(FEM), including temperature analysis, stress analysis and deformation analysis.
豪华的外观，流线型的设计，外壳采用加厚钢板，不变形，坚固耐用。
It has splendent apperance, fairshaped design as well as thick and durable steel rind.
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