<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/26B29512-3EAA-45B4-A26C-6678785D8687"><efrbr-work:titleOfTheWork>A new method to solve crack problems based on gradient elasticity</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/26B29512-3EAA-45B4-A26C-6678785D8687"><efrbr-expression:titleOfTheExpression>A new method to solve crack problems based on gradient elasticity</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Peer-Reviewed Journal Publication
            Δημοσίευση σε Περιοδικό με Κριτές
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2015-11-19</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2010</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>A new constant displacement discontinuity method is presented for the numerical solution of cracks of the three fundamental deformation modes I, II and III lying either in the plane or in the half-plane. This method is based on the strain-gradient elasticity theory in its simplest possible Grade-2 (G2) variant for the solution of classical crack problems. The assumption of the G2 expression for the stresses results to a more accurate average stress value at the mid-point of the straight displacement discontinuity since it takes into account the stress-gradient effect and gives considerably better predictions of the stress intensity factors compared to the compared to the classical elasticity solution. Moreover, the proposed method preserves the simplicity and hence the high speed of computations. For brevity of this paper we present here the specific case of mode-II cracks perpendicular to the free-surface of the half-plane. Validation of the method is made against analytical solution.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="journal name">European Journal of Environmental and Civil Engineering</efrbr-expression:note><efrbr-expression:note type="journal volume">14</efrbr-expression:note><efrbr-expression:note type="journal number">8-9</efrbr-expression:note><efrbr-expression:note type="page range">1081-1090</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~gexadaktylos"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Exadaktylos Georgios
            Εξαδακτυλος Γεωργιος
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            Taylor &amp; Francis
         </efrbr-corporateBody:nameOfTheCorporateBody></efrbr-corporateBody:corporateBody><efrbr-concept:concept identifier="19F7BE7F-CEBC-4E2D-BE7B-548D2BFECC6E"><efrbr-concept:termForTheConcept>
            Displacement discontinuity
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="A3686FA7-266E-46CF-BA4E-0D1CF821DC11"><efrbr-concept:termForTheConcept>
            Strain-gradient elasticity
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="56D6F6A9-9025-41E3-8793-1C2E2933BFE2"><efrbr-concept:termForTheConcept>
            Crack problems
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="F3BCB9A4-640F-486C-9A93-A96BD43552BB"><efrbr-concept:termForTheConcept>
            Stress intensity factors
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