Abstract
Railway transition zones (RTZs), where rail tracks undergo abrupt changes in foundation types, represent critical challenges in railway infrastructure due to their higher degradation rates compared to open tracks. This study synthesizes insights from multiple research efforts to propose a robust design solution and an energy-based design criterion for RTZ management. We present a two-step approach to establish the design criterion based on a systematic analysis of each RTZ component, focusing on variations in kinematic responses, stresses, and energies. Based on this analysis, the energy-based design criterion is proposed, asserting that minimizing the total strain energy within the trackbed layers and uniformly distributing it in the longitudinal direction can significantly mitigate uneven track geometry and reduce degradation. A novel safe hull-inspired energy limiting design (SHIELD) is introduced and evaluated against traditional transition structures like approach slabs and transition wedges. SHIELD’s effectiveness in managing energy flow at RTZs is demonstrated, highlighting its potential as a transformative solution in RTZ design. Further, we explore the impact of stiffness variations in both vertical and longitudinal track directions and the temporal changes in material properties on RTZ dynamics, suggesting permissible stiffness ratios to control strain energy amplification. A detailed investigation is thus performed to understand the role of geometry in energy management. The influence of different geometric profiles of SHIELD and standard embankment-bridge transitions on strain energy distributions is studied using 3D finite element models. The findings emphasize the strategic use of geometry to channel and scatter energy, and thus mitigate energy concentrations, enhancing the performance and lifespan of RTZs. In conclusion, this comprehensive research not only highlights the importance of an energy-based design criterion and the innovative SHIELD structure in RTZ management but also underscores the need for further research into the geometric profiles and their interplay with energy flow and mechanical properties. This study lays a foundation for future explorations aimed at optimizing RTZ design, ensuring robustness, and extending the operational life of these crucial railway sections.
Original language | English |
---|---|
Title of host publication | ICRT 2024 - Proceedings of the 3rd International Conference on Rail Transportation |
Editors | Wanming Zhai, Shunhua Zhou, Kelvin C. P. Wang, Yao Shan, Shengyang Zhu, Chao He, Changdan Wang |
Publisher | American Society of Civil Engineers (ASCE) |
Pages | 210-217 |
Number of pages | 8 |
ISBN (Electronic) | 9780784485941 |
ISBN (Print) | 9780784485941 |
DOIs | |
Publication status | Published - 2025 |
Event | The Third International Conference on Rail Transportation - Shanghai, China Duration: 7 Aug 2024 → 9 Aug 2024 https://www.icrt.org.cn/Home/Default |
Publication series
Name | ICRT 2024 - Proceedings of the 3rd International Conference on Rail Transportation |
---|
Conference
Conference | The Third International Conference on Rail Transportation |
---|---|
Abbreviated title | ICRT 2024 |
Country/Territory | China |
City | Shanghai |
Period | 7/08/24 → 9/08/24 |
Internet address |