Matches in SemOpenAlex for { <https://semopenalex.org/work/W2337248925> ?p ?o ?g. }
Showing items 1 to 86 of
86
with 100 items per page.
- W2337248925 endingPage "43" @default.
- W2337248925 startingPage "37" @default.
- W2337248925 abstract "Various studies have shown that the new-generation wide-base tire (WBT) for trucks causes more damage to pavement than does the dual-tire assembly (DTA). However, there is no substantive approach that quantifies the difference in pavement responses produced by WBTs and the DTA. This study filled this gap by developing linear equations that connect pavement responses produced by these two tire types. Equations were developed for 10 different pavement responses through 480 finite element method simulations (240 for the DTA and 240 for WBTs) that were run in ABAQUS with the same material properties and pavement structures. The only difference was the contact stresses and contact areas that were measured under the same axle load for WBTs and the DTA. The cases modeled in simulations were selected to capture extreme conditions, that is, thick and thin pavement structures with strong and weak material properties. The equations will help pavement researchers to understand quantitatively the effect of WBTs on pavement responses as compared with the DTA. The low resultant prediction error, 10%, allows linear equations to be implemented through the application of adjustment factors on mechanistic pavement design guides such as the Mechanistic–Empirical Pavement Design Guide, which are unable to simulate WBT loading realistically. To predict pavement damage accurately, the pavement analysis should consider the WBT market penetration in the United States (approximately 10%) and the partial use of WBTs on truck axles. The impact of WBTs on pavement should be evaluated in the context of economic and environmental benefits." @default.
- W2337248925 created "2016-06-24" @default.
- W2337248925 creator A5005958063 @default.
- W2337248925 creator A5019499408 @default.
- W2337248925 creator A5019877882 @default.
- W2337248925 creator A5089707647 @default.
- W2337248925 date "2016-01-01" @default.
- W2337248925 modified "2023-10-10" @default.
- W2337248925 title "Quantitative Assessment of the Effect of Wide-Base Tires on Pavement Response by Finite Element Analysis" @default.
- W2337248925 cites W1987152160 @default.
- W2337248925 cites W1988566791 @default.
- W2337248925 cites W2003121846 @default.
- W2337248925 cites W2010763790 @default.
- W2337248925 cites W2013266891 @default.
- W2337248925 cites W2048021219 @default.
- W2337248925 cites W2053857525 @default.
- W2337248925 cites W2056699260 @default.
- W2337248925 cites W2090241635 @default.
- W2337248925 cites W2154234497 @default.
- W2337248925 cites W2159488440 @default.
- W2337248925 cites W2162505337 @default.
- W2337248925 doi "https://doi.org/10.3141/2590-05" @default.
- W2337248925 hasPublicationYear "2016" @default.
- W2337248925 type Work @default.
- W2337248925 sameAs 2337248925 @default.
- W2337248925 citedByCount "22" @default.
- W2337248925 countsByYear W23372489252016 @default.
- W2337248925 countsByYear W23372489252017 @default.
- W2337248925 countsByYear W23372489252018 @default.
- W2337248925 countsByYear W23372489252019 @default.
- W2337248925 countsByYear W23372489252020 @default.
- W2337248925 countsByYear W23372489252021 @default.
- W2337248925 countsByYear W23372489252022 @default.
- W2337248925 countsByYear W23372489252023 @default.
- W2337248925 crossrefType "journal-article" @default.
- W2337248925 hasAuthorship W2337248925A5005958063 @default.
- W2337248925 hasAuthorship W2337248925A5019499408 @default.
- W2337248925 hasAuthorship W2337248925A5019877882 @default.
- W2337248925 hasAuthorship W2337248925A5089707647 @default.
- W2337248925 hasConcept C127313418 @default.
- W2337248925 hasConcept C127413603 @default.
- W2337248925 hasConcept C129727815 @default.
- W2337248925 hasConcept C135628077 @default.
- W2337248925 hasConcept C151730666 @default.
- W2337248925 hasConcept C159985019 @default.
- W2337248925 hasConcept C171146098 @default.
- W2337248925 hasConcept C192562407 @default.
- W2337248925 hasConcept C2779343474 @default.
- W2337248925 hasConcept C31555180 @default.
- W2337248925 hasConcept C41008148 @default.
- W2337248925 hasConcept C52121051 @default.
- W2337248925 hasConcept C66938386 @default.
- W2337248925 hasConceptScore W2337248925C127313418 @default.
- W2337248925 hasConceptScore W2337248925C127413603 @default.
- W2337248925 hasConceptScore W2337248925C129727815 @default.
- W2337248925 hasConceptScore W2337248925C135628077 @default.
- W2337248925 hasConceptScore W2337248925C151730666 @default.
- W2337248925 hasConceptScore W2337248925C159985019 @default.
- W2337248925 hasConceptScore W2337248925C171146098 @default.
- W2337248925 hasConceptScore W2337248925C192562407 @default.
- W2337248925 hasConceptScore W2337248925C2779343474 @default.
- W2337248925 hasConceptScore W2337248925C31555180 @default.
- W2337248925 hasConceptScore W2337248925C41008148 @default.
- W2337248925 hasConceptScore W2337248925C52121051 @default.
- W2337248925 hasConceptScore W2337248925C66938386 @default.
- W2337248925 hasIssue "1" @default.
- W2337248925 hasLocation W23372489251 @default.
- W2337248925 hasOpenAccess W2337248925 @default.
- W2337248925 hasPrimaryLocation W23372489251 @default.
- W2337248925 hasRelatedWork W2034678958 @default.
- W2337248925 hasRelatedWork W2076284010 @default.
- W2337248925 hasRelatedWork W2354725926 @default.
- W2337248925 hasRelatedWork W2366363060 @default.
- W2337248925 hasRelatedWork W2382207118 @default.
- W2337248925 hasRelatedWork W2384470360 @default.
- W2337248925 hasRelatedWork W2387977911 @default.
- W2337248925 hasRelatedWork W2392264152 @default.
- W2337248925 hasRelatedWork W27335093 @default.
- W2337248925 hasRelatedWork W795876351 @default.
- W2337248925 hasVolume "2590" @default.
- W2337248925 isParatext "false" @default.
- W2337248925 isRetracted "false" @default.
- W2337248925 magId "2337248925" @default.
- W2337248925 workType "article" @default.