基于开源Cast3m平台的高速铁路桥梁结构动力学软件KD-Railway 1.0

Le Nguyen Khuong, Van Dang Nguyen
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引用次数: 0

摘要

高速运动下列车与桥梁的动力相互作用是复杂的。采用等效系数法或简化假设的解析模型不能准确地分析高速铁路桥梁的动力特性,特别是在共振情况下。为了减少动态仿真时间,提高模型精度,建立了KD-Railway模型。本软件采用开源的Cast3M平台求解器进行有限元分析,集成了c#和Python开发的界面。在本研究中,我们总结了KD-Railway版本01的主要功能,并将验证结果与文献中存在的不同分析方法和实验测量进行了比较。该结果为进一步利用KD-Railway分析高速铁路桥梁动力响应提供了科学依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
KD-Railway 1.0 – A structural dynamics software for high-speed rail bridge based on open source Cast3m platform
The dynamic interaction between train and bridge under high-speed movement is complex. The methods using the equivalence coefficients or the analytic model with simplified assumptions cannot accurately analyze the dynamic behavior of the high-speed railway bridge, especially in the cases of resonance. KD-Railway was built to reduce time consumption for dynamic simulation and improve the model's accuracy. This software uses the solver of the open-source Cast3M platform for finite element analysis, integrating the interface developed in C# and Python. In this study, we summarize the primary functionalities of KD-Railway version 01 with the validating results compared with different analytical methods and experimental measurements that existed in the literature. This result is a scientific basis for further studies using KD-Railway to analyze the dynamic response of high-speed railway bridges.
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