Predicting Dynamic Contact Stresses at Crosstie–Ballast Interface Based on Basic Train Characteristics-Reference-Cited by-同舟云学术

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Predicting Dynamic Contact Stresses at Crosstie–Ballast Interface Based on Basic Train Characteristics

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:2473-2907
Container-title:Journal of Transportation Engineering, Part A: Systems
language:en
Short-container-title:J. Transp. Eng., Part A: Systems

Author:

Unluoglu Habib A.¹^ORCID,Bryson L. Sebastian²^ORCID,Rose Jerry G.³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Kentucky, 161 Raymond Building, Lexington, KY 40506. ORCID: .

2. Hardin-Drnevich-Huang Professor, Dept. of Civil Engineering, Univ. of Kentucky, 161 Raymond Building, Lexington, KY 40506 (corresponding author). ORCID: .

3. Emeritus Professor, Dept. of Civil Engineering, Univ. of Kentucky, 161 Raymond Building, Lexington, KY 40506.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JTEPBS.TEENG-8098

Reference31 articles.

1. Geomechanical Modelling of Railroad Ballast: A Review

2. AREMA (American Railway Engineering and Maintenance of Way Association). 2018. Manual for railway engineering. Lanham, MD: AREMA.

3. Field studies on sleeper deflection and ballast pressure in heavy haul track

4. Squat initiation mechanism model in a rail-wheel contact;Baltic S.;Eng. Fract. Mech.,2022

5. A dynamic wheel–rail impact analysis of railway track under wheel flat by finite element analysis

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