Matches in SemOpenAlex for { <https://semopenalex.org/work/W4316467141> ?p ?o ?g. }
Showing items 1 to 96 of
96
with 100 items per page.
- W4316467141 endingPage "822" @default.
- W4316467141 startingPage "822" @default.
- W4316467141 abstract "In engineering practice, fiber addition is a frequently used method to improve the tensile property of asphalt mixture. However, the optimum fiber type and dosage have not been determined by direct tensile tests. In this paper, monotonic tensile tests were conducted on three kinds of stone mastic asphalt (SMA13) mixtures, that is, granular-lignin-fiber-reinforced SMA (GFSMA), flocculent-lignin-fiber-reinforced SMA (FFSMA), and basalt-fiber-reinforced SMA (BFSMA) at different fiber dosages to probe the influence of fiber dosage on their tensile mechanical indexes (tensile strength, ultimate strain, elastic modulus, and strain energy density) and to determine the optimum dosage of each kind of fiber. The results showed that with the elevation of fiber dosage, the tensile strength, elastic modulus, and strain energy density of all three kinds of asphalt mixtures increased first and then decreased, while the ultimate strain increased constantly. The optimum dosage was 0.50 wt%, 0.45 wt%, and 0.50 wt% for granular lignin fiber, flocculent lignin fiber, and basalt fiber, respectively. On this basis, strain-controlled direct tensile fatigue tests were conducted on the three kinds of asphalt mixtures at the corresponding optimum fiber dosage. The results indicated that asphalt mixture reinforced with 0.50 wt% granular lignin fiber exhibited ideal direct tensile fatigue performance with respect to fatigue life and accumulative dissipated energy. Therefore, granular lignin fiber is recommended as the favorable fiber type, and its optimum dosage is 0.50 wt%. Moreover, scanning electron microscopy (SEM) demonstrated that the essence of the impact of fiber dosage and type on the tensile property of SMA is whether the reinforcement effect on the mixture matrix outweighs the negative effect of the defects between fiber and mixture matrix, or whether the reverse applies." @default.
- W4316467141 created "2023-01-16" @default.
- W4316467141 creator A5016131030 @default.
- W4316467141 creator A5030293741 @default.
- W4316467141 creator A5051363890 @default.
- W4316467141 date "2023-01-14" @default.
- W4316467141 modified "2023-09-26" @default.
- W4316467141 title "Influence of Fiber Type and Dosage on Tensile Property of Asphalt Mixture Using Direct Tensile Test" @default.
- W4316467141 cites W2021167850 @default.
- W4316467141 cites W2522231175 @default.
- W4316467141 cites W2887504051 @default.
- W4316467141 cites W2905510448 @default.
- W4316467141 cites W2910452411 @default.
- W4316467141 cites W2915646394 @default.
- W4316467141 cites W2920915921 @default.
- W4316467141 cites W2963501626 @default.
- W4316467141 cites W2986409051 @default.
- W4316467141 cites W3007451326 @default.
- W4316467141 cites W3008337299 @default.
- W4316467141 cites W3011919944 @default.
- W4316467141 cites W3020366100 @default.
- W4316467141 cites W3090736335 @default.
- W4316467141 cites W3094208305 @default.
- W4316467141 cites W3095981226 @default.
- W4316467141 cites W3114769791 @default.
- W4316467141 cites W3117076352 @default.
- W4316467141 cites W3135658057 @default.
- W4316467141 cites W3147290020 @default.
- W4316467141 cites W3165338912 @default.
- W4316467141 cites W3166902055 @default.
- W4316467141 cites W3181439034 @default.
- W4316467141 cites W3205466414 @default.
- W4316467141 cites W3208175996 @default.
- W4316467141 cites W4200386538 @default.
- W4316467141 cites W4206015197 @default.
- W4316467141 cites W4206572974 @default.
- W4316467141 cites W4225278355 @default.
- W4316467141 cites W4310564248 @default.
- W4316467141 doi "https://doi.org/10.3390/ma16020822" @default.
- W4316467141 hasPubMedId "https://pubmed.ncbi.nlm.nih.gov/36676561" @default.
- W4316467141 hasPublicationYear "2023" @default.
- W4316467141 type Work @default.
- W4316467141 citedByCount "2" @default.
- W4316467141 countsByYear W43164671412023 @default.
- W4316467141 crossrefType "journal-article" @default.
- W4316467141 hasAuthorship W4316467141A5016131030 @default.
- W4316467141 hasAuthorship W4316467141A5030293741 @default.
- W4316467141 hasAuthorship W4316467141A5051363890 @default.
- W4316467141 hasBestOaLocation W43164671411 @default.
- W4316467141 hasConcept C112950240 @default.
- W4316467141 hasConcept C127413603 @default.
- W4316467141 hasConcept C135628077 @default.
- W4316467141 hasConcept C159985019 @default.
- W4316467141 hasConcept C168056786 @default.
- W4316467141 hasConcept C182508753 @default.
- W4316467141 hasConcept C192562407 @default.
- W4316467141 hasConcept C193483257 @default.
- W4316467141 hasConcept C199201527 @default.
- W4316467141 hasConcept C26771246 @default.
- W4316467141 hasConcept C519885992 @default.
- W4316467141 hasConcept C66938386 @default.
- W4316467141 hasConceptScore W4316467141C112950240 @default.
- W4316467141 hasConceptScore W4316467141C127413603 @default.
- W4316467141 hasConceptScore W4316467141C135628077 @default.
- W4316467141 hasConceptScore W4316467141C159985019 @default.
- W4316467141 hasConceptScore W4316467141C168056786 @default.
- W4316467141 hasConceptScore W4316467141C182508753 @default.
- W4316467141 hasConceptScore W4316467141C192562407 @default.
- W4316467141 hasConceptScore W4316467141C193483257 @default.
- W4316467141 hasConceptScore W4316467141C199201527 @default.
- W4316467141 hasConceptScore W4316467141C26771246 @default.
- W4316467141 hasConceptScore W4316467141C519885992 @default.
- W4316467141 hasConceptScore W4316467141C66938386 @default.
- W4316467141 hasIssue "2" @default.
- W4316467141 hasLocation W43164671411 @default.
- W4316467141 hasLocation W43164671412 @default.
- W4316467141 hasLocation W43164671413 @default.
- W4316467141 hasLocation W43164671414 @default.
- W4316467141 hasOpenAccess W4316467141 @default.
- W4316467141 hasPrimaryLocation W43164671411 @default.
- W4316467141 hasRelatedWork W1512319868 @default.
- W4316467141 hasRelatedWork W2033100407 @default.
- W4316467141 hasRelatedWork W2089085266 @default.
- W4316467141 hasRelatedWork W2116664297 @default.
- W4316467141 hasRelatedWork W2376168832 @default.
- W4316467141 hasRelatedWork W2387616028 @default.
- W4316467141 hasRelatedWork W2729932191 @default.
- W4316467141 hasRelatedWork W2795554382 @default.
- W4316467141 hasRelatedWork W3162732562 @default.
- W4316467141 hasRelatedWork W4316467141 @default.
- W4316467141 hasVolume "16" @default.
- W4316467141 isParatext "false" @default.
- W4316467141 isRetracted "false" @default.
- W4316467141 workType "article" @default.