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LIBRIS Formathandbok  (Information om MARC21)
FältnamnIndikatorerMetadata
00003770naa a2200433 4500
001oai:DiVA.org:kth-255414
003SwePub
008190815s2019 | |||||||||||000 ||eng|
024a https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-2554142 URI
024a https://doi.org/10.1080/14680629.2019.16284342 DOI
040 a (SwePub)kth
041 a engb eng
042 9 SwePub
072 7a ref2 swepub-contenttype
072 7a art2 swepub-publicationtype
100a Fadil, Hassanu KTH,Byggnadsmaterial4 aut0 (Swepub:kth)u1gbl8ne
2451 0a Measurement of the viscoelastic properties of asphalt mortar and its components with indentation tests
264 c 2019-07-01
264 1b TAYLOR & FRANCIS LTD,c 2019
338 a print2 rdacarrier
500 a QC 20190815
520 a Reliable determination of material properties is a key component for modelling and performance prediction of asphalt pavements. This paper deals with the potential use of instrumented indentation tests for viscoelastic characterisation of asphalt mortar as a new alternative to existing techniques. The main focus lies on the potential of indentation tests for multi-scale measurement of the shear relaxation modulus. A three-dimensional finite element model of a rigid spherical indenter penetrating an asphalt mortar sample is developed and used to model indentation tests performed at different material scales. The asphalt mortar is modelled as an idealised fine aggregate composite with elastic spheres, suspended within a viscoelastic bitumen mastic matrix. Based on the obtained numerical results the scale-dependency of the shear relaxation modulus measured with the indentation test is investigated. It is shown that the measurement scale is effectively controlled by the size of the indenter-specimen contact area, while the effect of indentation depth is minimal. The minimum contact area size required for obtaining representative properties, measured at the mortar scale, is determined. The viscoelastic parameters obtained from the indentation model are compared to those obtained using a representative volume element (RVE) for the asphalt mortar. In this way, the paper provides a new impulse for linking the mortar and asphalt scales in the multiscale modelling of asphalt mixtures. Feasibility of the proposed testing technique is further evaluated experimentally. Viscoelastic indentation tests are performed on asphalt mastics and mortar at two different sizes of contact areas. Experimental results indicate that indentation tests allow reliable characterisation of mortars relaxation modulus on both macro-scale as well as on individual component level.
650 7a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknik0 (SwePub)2012 hsv//swe
650 7a ENGINEERING AND TECHNOLOGYx Civil Engineering0 (SwePub)2012 hsv//eng
653 a indentation testing
653 a asphalt mortar
653 a bitumen-filler mastics
653 a multiscale
653 a viscoelasticity
653 a FEM
700a Jelagin, Denis,c Docent,d 1979-u KTH,Byggnadsmaterial4 aut0 (Swepub:kth)u1mpz2x5
700a Larsson, Per-Lennart,d 1961-u KTH,Hållfasthetslära (Avd.)4 aut0 (Swepub:kth)u1us5bjv
700a Partl, Manfredu KTH,Byggnadsmaterial4 aut0 (Swepub:kth)u1t8ihgf
710a KTHb Byggnadsmaterial4 org
773t International Journal on Road Materials and Pavement Designd : TAYLOR & FRANCIS LTDx 1468-0629x 2164-7402
856u https://doi.org/10.1080/14680629.2019.1628434y Fulltext
856u https://www.tandfonline.com/doi/pdf/10.1080/14680629.2019.1628434?needAccess=true
8564 8u https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-255414
8564 8u https://doi.org/10.1080/14680629.2019.1628434

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