Experimental study on fatigue behavior of casting beams in railway applications

This study investigates the static strength testing of casting beams in specialized railway rolling stock. A test bench was designed to evaluate the fatigue strength and durability of ADM-1-type railcar beams, particularly under the challenging operational conditions in Uzbekistan. A total of 9 specimens were tested using acoustic emission monitoring and advanced hydraulic loading techniques, simulating both vertical and horizontal service loads. The results demonstrated that the beams exhibited fatigue resistance beyond 10 million loading cycles, indicating high structural durability. Statistical validation was carried out using Cochran’s C-test, Fisher’s F-test, and Student’s t-test at a 95% confidence level, confirming the consistency and significance of the findings. The study proposes enhancements to testing methodology, including the integration of dynamic load simulation, to further improve railcar safety and reliability.

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Publication Details

Journal
Journal of Infrastructure Preservation and Resilience
Published
2025-11-14
DOI
https://doi.org/10.1186/s43065-025-00148-w
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
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article

Experimental study on fatigue behavior of casting beams in railway applications

Dilmira Valieva, Sherzod Fayzibayev, Malika Makhamadalieva, Sherali Mamayev et al.
Journal of Infrastructure Preservation and Resilience
Railway Engineering and Dynamics
article

Experimental study on fatigue behavior of casting beams in railway applications

Dilmira Valieva, Sherzod Fayzibayev, Malika Makhamadalieva, Sherali Mamayev, Obidjon Kasimov, Ziyoda Mukhamedova
article en

Abstract

This study investigates the static strength testing of casting beams in specialized railway rolling stock. A test bench was designed to evaluate the fatigue strength and durability of ADM-1-type railcar beams, particularly under the challenging operational conditions in Uzbekistan. A total of 9 specimens were tested using acoustic emission monitoring and advanced hydraulic loading techniques, simulating both vertical and horizontal service loads. The results demonstrated that the beams exhibited fatigue resistance beyond 10 million loading cycles, indicating high structural durability. Statistical validation was carried out using Cochran’s C-test, Fisher’s F-test, and Student’s t-test at a 95% confidence level, confirming the consistency and significance of the findings. The study proposes enhancements to testing methodology, including the integration of dynamic load simulation, to further improve railcar safety and reliability.

Journal of Infrastructure Preservation and ResilienceVol. 6(1)
Tashkent State Transport University (UZ)
Openalex Percentile: Top 64%
Railway Engineering and Dynamics
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