Matches in SemOpenAlex for { <https://semopenalex.org/work/W133025729> ?p ?o ?g. }
Showing items 1 to 81 of
81
with 100 items per page.
- W133025729 abstract "Researchers usually treated asphalt mixtures as liner elastic materials and ignored the viscoelastic property of the mixtures in previous researches, which resulted in additional calculating errors. This paper presents a methodology for analyzing the viscoelastic behavior of asphalt concrete and modeling the pavement to analyze the response so as to obtain the fracture parameters of reflective cracking. This paper described the viscoelastic behavior of asphalt concrete through mechanistic models fitted to creeping data which obtained in creep test. Based on the viscoelastic fracture mechanistic theory and plane-strain finite element method, a Finite Element Modeling approach was used to simulate the response of the fracture parameters of reflective cracking under different conditions such as thermal loading, dynamic traffic loading and damping factor of the structure. The findings presented in this study indicate that when pavement surface cooling more drastically, the stress intensity factor becomes bigger and the relaxation curve turns more gently. Reference temperature can hardly influence the maximum stress intensity factor, but the stress intensity factor relaxes faster as reference temperature increases. While vehicle speed increases, the maximum values of fracture parameters decrease. The structure temperature has no significant influence on the maximum values of fracture parameters and the moment at which the maximum values appear. The fracture parameter time-history curves moving backward and the maximum values of the fracture parameters decrease gradually while structure damping factor increases." @default.
- W133025729 created "2016-06-24" @default.
- W133025729 creator A5004304544 @default.
- W133025729 creator A5038253193 @default.
- W133025729 creator A5053911227 @default.
- W133025729 date "2009-01-01" @default.
- W133025729 modified "2023-09-24" @default.
- W133025729 title "Reflective Cracking Viscoelastic Analysis for Hot-Mix Asphalt Pavement Using Finite-Element Approach" @default.
- W133025729 hasPublicationYear "2009" @default.
- W133025729 type Work @default.
- W133025729 sameAs 133025729 @default.
- W133025729 citedByCount "0" @default.
- W133025729 crossrefType "journal-article" @default.
- W133025729 hasAuthorship W133025729A5004304544 @default.
- W133025729 hasAuthorship W133025729A5038253193 @default.
- W133025729 hasAuthorship W133025729A5053911227 @default.
- W133025729 hasConcept C121332964 @default.
- W133025729 hasConcept C127413603 @default.
- W133025729 hasConcept C135628077 @default.
- W133025729 hasConcept C138885662 @default.
- W133025729 hasConcept C149912024 @default.
- W133025729 hasConcept C159985019 @default.
- W133025729 hasConcept C168056786 @default.
- W133025729 hasConcept C186541917 @default.
- W133025729 hasConcept C187320778 @default.
- W133025729 hasConcept C192562407 @default.
- W133025729 hasConcept C21036866 @default.
- W133025729 hasConcept C2778713851 @default.
- W133025729 hasConcept C41895202 @default.
- W133025729 hasConcept C43369102 @default.
- W133025729 hasConcept C54303661 @default.
- W133025729 hasConcept C57879066 @default.
- W133025729 hasConcept C58396970 @default.
- W133025729 hasConcept C59085676 @default.
- W133025729 hasConcept C66938386 @default.
- W133025729 hasConceptScore W133025729C121332964 @default.
- W133025729 hasConceptScore W133025729C127413603 @default.
- W133025729 hasConceptScore W133025729C135628077 @default.
- W133025729 hasConceptScore W133025729C138885662 @default.
- W133025729 hasConceptScore W133025729C149912024 @default.
- W133025729 hasConceptScore W133025729C159985019 @default.
- W133025729 hasConceptScore W133025729C168056786 @default.
- W133025729 hasConceptScore W133025729C186541917 @default.
- W133025729 hasConceptScore W133025729C187320778 @default.
- W133025729 hasConceptScore W133025729C192562407 @default.
- W133025729 hasConceptScore W133025729C21036866 @default.
- W133025729 hasConceptScore W133025729C2778713851 @default.
- W133025729 hasConceptScore W133025729C41895202 @default.
- W133025729 hasConceptScore W133025729C43369102 @default.
- W133025729 hasConceptScore W133025729C54303661 @default.
- W133025729 hasConceptScore W133025729C57879066 @default.
- W133025729 hasConceptScore W133025729C58396970 @default.
- W133025729 hasConceptScore W133025729C59085676 @default.
- W133025729 hasConceptScore W133025729C66938386 @default.
- W133025729 hasLocation W1330257291 @default.
- W133025729 hasOpenAccess W133025729 @default.
- W133025729 hasPrimaryLocation W1330257291 @default.
- W133025729 hasRelatedWork W1983708504 @default.
- W133025729 hasRelatedWork W1992672176 @default.
- W133025729 hasRelatedWork W2034047187 @default.
- W133025729 hasRelatedWork W2035500752 @default.
- W133025729 hasRelatedWork W2057872957 @default.
- W133025729 hasRelatedWork W2185118198 @default.
- W133025729 hasRelatedWork W2242353852 @default.
- W133025729 hasRelatedWork W2246378943 @default.
- W133025729 hasRelatedWork W2347821191 @default.
- W133025729 hasRelatedWork W2361641747 @default.
- W133025729 hasRelatedWork W2363684731 @default.
- W133025729 hasRelatedWork W2374862181 @default.
- W133025729 hasRelatedWork W2379310329 @default.
- W133025729 hasRelatedWork W2382542495 @default.
- W133025729 hasRelatedWork W2384418614 @default.
- W133025729 hasRelatedWork W2925510556 @default.
- W133025729 hasRelatedWork W3015507631 @default.
- W133025729 hasRelatedWork W3147944897 @default.
- W133025729 hasRelatedWork W3195171709 @default.
- W133025729 hasRelatedWork W561587429 @default.
- W133025729 isParatext "false" @default.
- W133025729 isRetracted "false" @default.
- W133025729 magId "133025729" @default.
- W133025729 workType "article" @default.