FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4280610381> ?p ?o ?g. }

• W4280610381 endingPage "656" @default.
• W4280610381 startingPage "643" @default.
• W4280610381 abstract "Railway sleepers, which transfer wheel loads to the formation, are an essential component of railway track systems. Prestressed concrete is the most commonly used type of railway sleepers around world. Crushing is a common damage (under resultant compressive stress) in concrete sleepers, which is attributable to excessive flexural, shear, pre-stress and bond actions. Dynamic impact loading conditions are often the cause of failure in the concrete sleepers. However, accumulated damage due to cyclic loads can also cause concrete crushing. Most previous research has investigated the impact load characteristics and the ultimate limit states of prestressed concrete railway sleepers. There is a knowledge gap with respect to serviceability limit states and fatigue failure of prestressed concrete sleepers. This study presents new results of extensive numerical, analytical, and experimental investigations aimed at predicting fatigue lives under cyclic loads. A numerical study validated by 30 full-scale experimental tests is executed and extended to assess fatigue limit states, while theoretical fatigue analysis methods based on S-N curve and Miner linear cumulative damage are additionally introduced for benchmarking. This paper is the world's first to demonstrate a remaining fatigue life assessment for prestressed concrete sleepers and benchmark with the theoretical methods. Parametric studies are conducted to unprecedentedly illustrate influences of support conditions, dynamic load distribution, and track stiffnesses on the remaining fatigue lives of prestressed concrete sleepers. This paper highlights the rationales associated with the development of fatigue limit states. The insights will provide design flexibility and improve railway sleeper maintenance and inspection criteria." @default.
• W4280610381 created "2022-05-22" @default.
• W4280610381 creator A5011024488 @default.
• W4280610381 creator A5038851564 @default.
• W4280610381 creator A5068239855 @default.
• W4280610381 creator A5077153113 @default.
• W4280610381 date "2022-07-01" @default.
• W4280610381 modified "2023-10-06" @default.
• W4280610381 title "Fatigue life modelling of railway prestressed concrete sleepers" @default.
• W4280610381 cites W2032201329 @default.
• W4280610381 cites W2032814278 @default.
• W4280610381 cites W2038417480 @default.
• W4280610381 cites W2073346750 @default.
• W4280610381 cites W2084034554 @default.
• W4280610381 cites W2089404698 @default.
• W4280610381 cites W2092361032 @default.
• W4280610381 cites W2156469370 @default.
• W4280610381 cites W2278035293 @default.
• W4280610381 cites W2328463975 @default.
• W4280610381 cites W2600801672 @default.
• W4280610381 cites W2770929788 @default.
• W4280610381 cites W2954385071 @default.
• W4280610381 cites W2990613363 @default.
• W4280610381 cites W3164244252 @default.
• W4280610381 doi "https://doi.org/10.1016/j.istruc.2022.05.053" @default.
• W4280610381 hasPublicationYear "2022" @default.
• W4280610381 type Work @default.
• W4280610381 citedByCount "5" @default.
• W4280610381 countsByYear W42806103812022 @default.
• W4280610381 countsByYear W42806103812023 @default.
• W4280610381 crossrefType "journal-article" @default.
• W4280610381 hasAuthorship W4280610381A5011024488 @default.
• W4280610381 hasAuthorship W4280610381A5038851564 @default.
• W4280610381 hasAuthorship W4280610381A5068239855 @default.
• W4280610381 hasAuthorship W4280610381A5077153113 @default.
• W4280610381 hasConcept C105795698 @default.
• W4280610381 hasConcept C110245778 @default.
• W4280610381 hasConcept C117251300 @default.
• W4280610381 hasConcept C127413603 @default.
• W4280610381 hasConcept C131850400 @default.
• W4280610381 hasConcept C2780886216 @default.
• W4280610381 hasConcept C33923547 @default.
• W4280610381 hasConcept C66938386 @default.
• W4280610381 hasConceptScore W4280610381C105795698 @default.
• W4280610381 hasConceptScore W4280610381C110245778 @default.
• W4280610381 hasConceptScore W4280610381C117251300 @default.
• W4280610381 hasConceptScore W4280610381C127413603 @default.
• W4280610381 hasConceptScore W4280610381C131850400 @default.
• W4280610381 hasConceptScore W4280610381C2780886216 @default.
• W4280610381 hasConceptScore W4280610381C33923547 @default.
• W4280610381 hasConceptScore W4280610381C66938386 @default.
• W4280610381 hasLocation W42806103811 @default.
• W4280610381 hasOpenAccess W4280610381 @default.
• W4280610381 hasPrimaryLocation W42806103811 @default.
• W4280610381 hasRelatedWork W2068939067 @default.
• W4280610381 hasRelatedWork W2097451945 @default.
• W4280610381 hasRelatedWork W2216684175 @default.
• W4280610381 hasRelatedWork W2357496796 @default.
• W4280610381 hasRelatedWork W2370611442 @default.
• W4280610381 hasRelatedWork W2390869091 @default.
• W4280610381 hasRelatedWork W2942738261 @default.
• W4280610381 hasRelatedWork W2991434858 @default.
• W4280610381 hasRelatedWork W4234058849 @default.
• W4280610381 hasRelatedWork W75531337 @default.
• W4280610381 hasVolume "41" @default.
• W4280610381 isParatext "false" @default.
• W4280610381 isRetracted "false" @default.
• W4280610381 workType "article" @default.