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Experimental study and finite element analysis on shear lag effect of thin-walled curved box beam under vehicle loads

机译:车辆荷载作用下薄壁弯箱梁剪力滞效应的试验研究与有限元分析

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Shear lag effects of curved box beam under vehicle loads are investigated by using three-dimensional finite element method, where 4 parameters of vehicle loads, load size, vehicle speed, vehicle load position, load types, are considered. The change rules of stress distribution and shear lag coefficients of upper flange at mid-span are obtained when the loads move to the mid-span. The results indicate that under vehicle loads, the peak shear lag coefficients is at the junction between the flange and web, shear lag effect is prominent, shear lag effect is greatly influenced by vehicle speed and vehicle load position, while load size and load types almost don’t affect shear lag coefficients but do affect the stress. The model experiment of a cantilever curved box beam is carried out to compare with finite element analysis, and the error between them is small, which testify the validity and reliability of finite element model.
机译:采用三维有限元方法研究了弯曲箱形梁在车辆载荷作用下的剪力滞后效应,其中考虑了车辆载荷的四个参数,载荷大小,车速,车辆载荷位置,载荷类型。当载荷移至中跨时,获得了中跨上翼缘的应力分布和剪力滞后系数的变化规律。结果表明,在车辆载荷作用下,峰值剪力滞后系数位于法兰与腹板的交界处,剪力滞后效应突出,剪力滞后效应受车速和车辆载荷位置的影响很大,载荷大小和载荷类型几乎相同。不会影响剪切滞后系数,但会影响应力。进行了悬臂弯箱梁模型试验,与有限元分析进行比较,两者之间的误差较小,验证了有限元模型的有效性和可靠性。

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