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《铁道标准设计通讯》2017,(5):70-76
研究大跨度公轨共用单跨悬索桥梁式方案及桥面系布置方式,分析桥梁结构的受力特点,提出影响列车行车安全的控制因素及设计技术措施,确定合理的竖向刚度要求,总结设计标准和关键技术措施。研究认为,随着悬索桥跨度的增大和结构质量的增加,主梁弯曲的贡献率逐渐减小,而主缆重力刚度的贡献率逐渐增加;控制悬索桥刚度的主要因素有跨度、主梁截面、主缆截面、矢跨比及桥塔抗推刚度;通过控制主梁竖向刚度、梁端折角及扭转刚度等参数可以保证轨道的平顺性;通过合理的轨道桥面系体系的布置,可以使轨道结构受力更加合理。 相似文献
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文章以改进后的鑫兴10甲板货船为例,对增加了两个舱后的船体进行总纵强度分析。在进行强度分析过程中,首先采用澳大利亚的Maxsurf软件计算不同工况下的静水弯矩。进而把静水弯矩施加到该船的货舱区域,同时利用有限元分析软件MSC.Nastran进行强度校核,得到了总纵强度的计算步骤和结论,同时保证了鑫兴10甲板货船建造的顺利完成。 相似文献
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The dynamic buckling of the main deck grillage would result in the total collapse of the ship hull subjected to a far-filed underwater explosion. This dynamic buckling is mainly due to the dynamic moment of the ship hull when the ship hull experiences a sudden movement under impact load from the explosion. In order to investigate the ultimate strength of a typical deck grillage under quasi-static and dynamic in-plane compressive load, a structure model, in which the real constrained condition of the deck grillage was taken into consideration, was designed and manufactured. The quasi-static ultimate strength and damage mode of the deck grillage under in-plane compressive load was experimentally investigated. The Finite Element Method (FEM) was employed to predict the ultimate strength of the deck grillage subjected to quasi-static in-plane compressive load, and was validated by comparing the results from experimental tests and numerical simulations. In addition, the numerical simulations of dynamic buckling of the same model under in-plane impact load was performed, in which the influences of the load amplitude and the frequency of dynamic impact load, as well as the initial stress and deflection induced by wave load on the ultimate strength and failure mode were investigated. The results show that the dynamic buckling mode is quite different from the failure mode of the structure subjected to quasi-static in-plane compressive load. The displacements of deck edge in the vertical direction and the axial displacements are getting larger with the decrease of impact frequency. Besides, it is found that the dynamic buckling strength roughly linearly decreased with the increase of initial proportion of the static ultimate strength P0. The conclusions drawn from the researches of this paper would help better designing of the ship structure under impact loads. 相似文献
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针对现场实际情况,并综合许多关于混凝土的裂缝资料,详细分析了桥面混凝土的裂缝成因.在此基础上提出了预防桥面混凝土铺装生成裂缝的措施,并介绍了裂缝的修补措施,可供参考. 相似文献
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