FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4377102800> ?p ?o ?g. }

• W4377102800 endingPage "131777" @default.
• W4377102800 startingPage "131777" @default.
• W4377102800 abstract "In this study, dynamic modulus, dynamic resilience modulus, and creep compliance tests were conducted to characterize and quantify the effects of viscoelastic parameters of asphalt mixtures on the mechanical response of pavement structures. From the laboratory testing under different loading waveforms, master curves were generated to computed the viscoelastic parameters that were used as input for ANSYS modeling. In general, the corresponding results indicated that the stress magnitude had a significant influence on the evolution of master curves for the viscoelastic parametric conversions from creep compliance and that all the mechanical responses (namely stress, strains, and deformations) tended to increase with temperature. For the asphalt mixtures evaluated, the relaxation modulus transformed from the creep compliance was largely indifferent whilst those converted from the dynamic modulus did not exceed 15% from the actual values. In terms of the loading mode, the highest fitting accuracy for the viscoelastic parameters and master curves was obtained for the half-sine waveform. Overall, the study results indicated that ensuring good interlayer bonding is imperative for minimizing the compressive/shear stresses and strains in pavement structures to mitigate shear failure, debonding, delamination, etc. Additionally, the study also demonstrated that use of modified asphalt mixtures was critical to mitigate high compressive and shear strains arising for heavy traffic loading in high temperature climatic conditions." @default.
• W4377102800 created "2023-05-20" @default.
• W4377102800 creator A5017200944 @default.
• W4377102800 creator A5029278847 @default.
• W4377102800 creator A5040334521 @default.
• W4377102800 creator A5042079141 @default.
• W4377102800 creator A5052865340 @default.
• W4377102800 creator A5067952872 @default.
• W4377102800 creator A5072156971 @default.
• W4377102800 creator A5076494252 @default.
• W4377102800 creator A5083813894 @default.
• W4377102800 date "2023-08-01" @default.
• W4377102800 modified "2023-09-29" @default.
• W4377102800 title "Viscoelastic parametric conversions and mechanical response analysis of asphalt mixtures" @default.
• W4377102800 cites W1974429983 @default.
• W4377102800 cites W2023369696 @default.
• W4377102800 cites W2056778762 @default.
• W4377102800 cites W2087838023 @default.
• W4377102800 cites W2107081623 @default.
• W4377102800 cites W2107382539 @default.
• W4377102800 cites W2769097487 @default.
• W4377102800 cites W2809168831 @default.
• W4377102800 cites W2903848771 @default.
• W4377102800 cites W2913405120 @default.
• W4377102800 cites W2921265193 @default.
• W4377102800 cites W2941948053 @default.
• W4377102800 cites W2942705040 @default.
• W4377102800 cites W2944987015 @default.
• W4377102800 cites W2953677105 @default.
• W4377102800 cites W2955657288 @default.
• W4377102800 cites W2956128072 @default.
• W4377102800 cites W2963370313 @default.
• W4377102800 cites W2979557557 @default.
• W4377102800 cites W3009246245 @default.
• W4377102800 cites W3009469809 @default.
• W4377102800 cites W3033247589 @default.
• W4377102800 cites W3110752719 @default.
• W4377102800 cites W3194051218 @default.
• W4377102800 cites W4225407856 @default.
• W4377102800 cites W4281776858 @default.
• W4377102800 cites W4283069353 @default.
• W4377102800 doi "https://doi.org/10.1016/j.conbuildmat.2023.131777" @default.
• W4377102800 hasPublicationYear "2023" @default.
• W4377102800 type Work @default.
• W4377102800 citedByCount "0" @default.
• W4377102800 crossrefType "journal-article" @default.
• W4377102800 hasAuthorship W4377102800A5017200944 @default.
• W4377102800 hasAuthorship W4377102800A5029278847 @default.
• W4377102800 hasAuthorship W4377102800A5040334521 @default.
• W4377102800 hasAuthorship W4377102800A5042079141 @default.
• W4377102800 hasAuthorship W4377102800A5052865340 @default.
• W4377102800 hasAuthorship W4377102800A5067952872 @default.
• W4377102800 hasAuthorship W4377102800A5072156971 @default.
• W4377102800 hasAuthorship W4377102800A5076494252 @default.
• W4377102800 hasAuthorship W4377102800A5083813894 @default.
• W4377102800 hasConcept C105795698 @default.
• W4377102800 hasConcept C117251300 @default.
• W4377102800 hasConcept C127313418 @default.
• W4377102800 hasConcept C127413603 @default.
• W4377102800 hasConcept C149912024 @default.
• W4377102800 hasConcept C159985019 @default.
• W4377102800 hasConcept C168056786 @default.
• W4377102800 hasConcept C186541917 @default.
• W4377102800 hasConcept C187320778 @default.
• W4377102800 hasConcept C191204318 @default.
• W4377102800 hasConcept C192562407 @default.
• W4377102800 hasConcept C193867417 @default.
• W4377102800 hasConcept C202974441 @default.
• W4377102800 hasConcept C2779585090 @default.
• W4377102800 hasConcept C33923547 @default.
• W4377102800 hasConcept C41279357 @default.
• W4377102800 hasConcept C521977710 @default.
• W4377102800 hasConcept C66938386 @default.
• W4377102800 hasConcept C7055690 @default.
• W4377102800 hasConcept C96035792 @default.
• W4377102800 hasConceptScore W4377102800C105795698 @default.
• W4377102800 hasConceptScore W4377102800C117251300 @default.
• W4377102800 hasConceptScore W4377102800C127313418 @default.
• W4377102800 hasConceptScore W4377102800C127413603 @default.
• W4377102800 hasConceptScore W4377102800C149912024 @default.
• W4377102800 hasConceptScore W4377102800C159985019 @default.
• W4377102800 hasConceptScore W4377102800C168056786 @default.
• W4377102800 hasConceptScore W4377102800C186541917 @default.
• W4377102800 hasConceptScore W4377102800C187320778 @default.
• W4377102800 hasConceptScore W4377102800C191204318 @default.
• W4377102800 hasConceptScore W4377102800C192562407 @default.
• W4377102800 hasConceptScore W4377102800C193867417 @default.
• W4377102800 hasConceptScore W4377102800C202974441 @default.
• W4377102800 hasConceptScore W4377102800C2779585090 @default.
• W4377102800 hasConceptScore W4377102800C33923547 @default.
• W4377102800 hasConceptScore W4377102800C41279357 @default.
• W4377102800 hasConceptScore W4377102800C521977710 @default.
• W4377102800 hasConceptScore W4377102800C66938386 @default.
• W4377102800 hasConceptScore W4377102800C7055690 @default.
• W4377102800 hasConceptScore W4377102800C96035792 @default.
• W4377102800 hasLocation W43771028001 @default.
• W4377102800 hasOpenAccess W4377102800 @default.
• W4377102800 hasPrimaryLocation W43771028001 @default.

• next