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Railway Transition Zones: Energy Evaluation of a Novel Transition Structure for Critical Loading Conditions. 铁路过渡区:关键负载条件下新型过渡结构的能量评估。
IF 2.1 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-01-01 Epub Date: 2025-01-04 DOI: 10.1007/s42417-024-01707-3
A Jain, A V Metrikine, M J M M Steenbergen, K N van Dalen

Railway transition zones (RTZs) are subjected to amplified degradation leading to high maintenance costs and reduced availability of tracks for operation. Over the years, several mitigation measures have been investigated to deal with the amplified degradation of these zones. However, to ensure the robustness of a design solution, it must be evaluated for critical conditions arising due to certain loading and track conditions. In this paper, the critical load conditions arising due to different velocities (sub-critical, critical and super-critical), the direction of the moving load, the combination of inertial effects and track imperfections (non-straight rail and hanging sleepers) and passage of multiple axles (using a comprehensive vehicle model) are investigated for an embankment-bridge transition. The results are then compared against the recently proposed design of a transition structure called SHIELD (Safe Hull Inspired Energy Limiting Design) to evaluate its performance under these critical conditions using various vehicle models and finite element models of the RTZs. It was found that the novel design of the transition structure effectively mitigates dynamic amplifications and results in smooth strain energy distribution across sub-critical, critical, and super-critical velocity regimes in both directions of movement implying that the expected operation-induced degradation will be as uniform as possible in longitudinal direction. Furthermore, even though this transition structure is designed to deal with initial track conditions (perfectly straight track), its superior performance is not confined to tracks in perfect condition; it also efficiently addresses adverse effects from track imperfections such as hanging sleepers and non-straight rail. In the end, this work demonstrates the robustness of the design solution for all the critical conditions under study.

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引用次数: 0
Experimental and Computational Techniques of Free In-Plane Vibration of a Fixed Support Curved Beam with a Single Crack 单裂纹固定支承弯曲梁面内自由振动的实验与计算技术
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-17 DOI: 10.1007/s42417-023-00997-3
A. Ravichandran, P. K. Mohanty
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引用次数: 0
Vibration Recognition of a Distant Pendulum Using Smartphone 用智能手机识别遥远摆的振动
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-16 DOI: 10.1007/s42417-023-00984-8
Lokendra Singh, Arpan Gupta, A. Nigam
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引用次数: 0
Vibrations of Cylindrical Sandwich Shell with Fused Deposition Processed Honeycomb Core and Carbon Nanotubes Reinforced Composite Faces Sheets 熔融沉积蜂窝芯与碳纳米管增强复合材料面片圆柱夹层壳的振动研究
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-16 DOI: 10.1007/s42417-023-00960-2
B. Uspensky, K. Avramov, I. Derevianko, K. Maksymenko-Sheiko
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引用次数: 1
Seismic Performance Evaluation of Concrete Gravity Dams Using an Efficient Finite Element Model 基于高效有限元模型的混凝土重力坝抗震性能评价
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-12 DOI: 10.1007/s42417-023-01002-7
Ahmad Yamin Rasa, A. Budak, Oğuz Akın Düzgün
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引用次数: 1
Dynamic Response Analysis of High-Speed Maglev-Guideway System 高速磁悬浮轨道系统动态响应分析
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-11 DOI: 10.1007/s42417-023-00995-5
J. Dai, J. Lim, K. Ang
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引用次数: 2
Efficiency of Tuned Liquid Dampers in Mitigating Vibrations of Structures with Mass Eccentricity 调谐液体阻尼器对质量偏心结构的减振效果
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-11 DOI: 10.1007/s42417-023-00999-1
Teh Kun Jie, Mohammadreza Vafaei, Sophia C. Alih, H. Shad
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引用次数: 0
Performance-Based Seismic Fragility Analysis of a Double-Tower Structure with a Large Podium 大型裙楼双塔结构基于性能的地震易损性分析
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-11 DOI: 10.1007/s42417-023-00983-9
Shangrong Zhang, Jinbao Tan, Shihao Li, Yuchen Hu
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引用次数: 1
Acoustic Monitoring of Railway Defects Using Deep Learning with Audio to Spectrogram Conversion 基于音频-频谱转换的深度学习铁路缺陷声监测
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-11 DOI: 10.1007/s42417-023-01001-8
E. Uygun, S. Terzi
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引用次数: 0
Free Vibration Analysis of a Porous 2D Functionally Graded Beam Using a High-Order Shear Deformation Theory 基于高阶剪切变形理论的多孔二维功能梯度梁自由振动分析
IF 2.7 3区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2023-05-09 DOI: 10.1007/s42417-023-00996-4
G. Adıyaman
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引用次数: 3
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Journal of Vibration Engineering & Technologies
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