首页> 外文会议>Key technologies of railway engineering: high-speed railway, heavy haul railway and urban rail transit. >FINITE ELEMENT ANALYSIS ON MECHANICAL PROPERTIES OF NEW SUBGRADE STRUCTURE WITH U-CANTILEVER TYPE
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FINITE ELEMENT ANALYSIS ON MECHANICAL PROPERTIES OF NEW SUBGRADE STRUCTURE WITH U-CANTILEVER TYPE

机译:U型悬臂梁式新型路基结构力学特性的有限元分析

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Using software ANSYS, the finite element computation for new subgrade structure with U-canti lever type is performed. The paper study the law of sidewall thickness and height to displacement and internal force of new subgrade structure with U-cantilever type, and it provides evidence for field test and application research. The results show that: (l)The thickness of new subgrade structure with U-cantilever type is one of the most important factors which affect the displacement and moment of new subgrade structure with U-cantilever type. With increasing sidewall thickness, the x-direction displacement and moment of new subgrade structure with U-cantilever type were decreased. The sidewall thickness is selected by technical index and economic index; (2) The height of new subgrade structure with Ucantilever type had significant effect on the displacement and moment of new subgrade structure with U-cantilever type. With increase of the sidewall height, the jc-direction displacement and moment of new subgrade structure with U-cantilever type are growing. When the sidewall height of new subgrade structure with U-cantilever type is higher than 5 m, it should have lacing wire to control the displacement and moment. Therefore, the new subgrade structure with U-cantilever type is a subgrade structure with technical feasibility and economic rationality.
机译:使用软件ANSYS对U型坎杆型新路基结构进行有限元计算。研究了U型悬臂式新型路基结构的侧壁厚度和高度对位移和内力的规律,为现场试验和应用研究提供了依据。结果表明:(l)U型悬臂梁型新路基结构的厚度是影响U型悬臂梁型新路基结构位移和弯矩的最重要因素之一。随着侧壁厚度的增加,U型悬臂梁式新型路基结构的x方向位移和弯矩减小。侧壁厚度由技术指标和经济指标选择; (2)新型悬臂梁式路基结构的高度对新型悬臂梁式路基结构的位移和弯矩有较大影响。随着侧壁高度的增加,U型悬臂梁式新型路基结构的jc方向位移和弯矩都在增加。当新的U型悬臂式路基结构的侧壁高度大于5 m时,应使用绑带控制位移和弯矩。因此,新型的U型悬臂梁路基是具有技术可行性和经济合理性的路基结构。

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