Please use this identifier to cite or link to this item: https://ktisis.cut.ac.cy/handle/10488/7835
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dc.contributor.authorConstantinides, Georgiosen
dc.contributor.authorUlm, Franz Josefen
dc.contributor.authorHeukamp, Franz H.en
dc.contributor.otherΚωνσταντινίδης, Γιώργος-
dc.date.accessioned2013-03-20T14:58:11Zen
dc.date.accessioned2013-05-17T05:23:02Z-
dc.date.accessioned2015-12-02T10:18:57Z-
dc.date.available2013-03-20T14:58:11Zen
dc.date.available2013-05-17T05:23:02Z-
dc.date.available2015-12-02T10:18:57Z-
dc.date.issued2004en
dc.identifier.citationMaterials and Structures/Materiaux et Constructions,2004, Volume 37, Issue 265,Pages 43-58en
dc.identifier.issn1359-5997 (print)en
dc.identifier.issn1871-6873 (online)en
dc.identifier.urihttp://ktisis.cut.ac.cy/handle/10488/7835en
dc.description.abstractThere is an ongoing debate, in Concrete Science and Engineering, whether cementitious materials can be viewed as poromechanics materials in the sense of the porous media theory. The reason for this debate is that a main part of the porosity of these materials manifests itself at a scale where the water phase cannot be considered as a bulk water phase, but as structural water; in contrast to water in the gel porosity and the capillary porosity. The focus of this paper is two-fold: (1) to review the microstructure of cementitious materials in the light of microporomechanics theory by starting at the scale where physical chemistry meets mechanics, and which became recently accessible to mechanical testing (nanoindentation); (2) to provide estimates of the poroelastic properties (drained and undrained stiffness, Biot coefficient, Biot modulus, Skempton coefficient) of cementitious materials (cement paste, mortar and concrete) by means of advanced homogenization techniques of microporomechanics. This combined experimental-theoretical microporomechanics approach allows us to deliver a blueprint of the elementary poroelastic properties of all cementitious materials, which do not change from one cementitious material to another, but which are intrinsic properties. These properties result from the intrinsic gel porosity of low density and high density C-S-H, which yield a base Biot coefficient of 0.61 < b ≤ 0.71 and a Skempton coefficient of B = 0.20 - 0.25. While the base Biot coefficient decreases gradually at larger scales, because of the addition of non-porous solid phases (Portlandite, ..., aggregates), it is shown that the Skempton coefficient is almost constant over 3-5 orders of magnitude.en
dc.formatpdfen
dc.language.isoenen
dc.publisherSpringer Linken
dc.rights© RILEM.en
dc.subjectLeachingen
dc.subjectMicrostructureen
dc.subjectMorphologyen
dc.subjectPorosityen
dc.subjectPorous materialsen
dc.subjectPortland cementen
dc.titleIs concrete a poromechanics material? - a multiscale investigation of poroelastic propertiesen
dc.typeArticleen
dc.affiliationMassachusetts Institute of Technologyen
dc.identifier.doi10.1007/BF02481626en
dc.dept.handle123456789/54en
item.grantfulltextnone-
item.openairetypearticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
crisitem.author.deptDepartment of Mechanical Engineering and Materials Science and Engineering-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0003-1979-5176-
crisitem.author.parentorgFaculty of Engineering and Technology-
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