001433182 000__ 04614cam\a2200709\i\4500
001433182 001__ 1433182
001433182 003__ OCoLC
001433182 005__ 20230309003553.0
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001433182 007__ cr\nn\nnnunnun
001433182 008__ 201201s2021\\\\gw\a\\\\obm\\\000\0\eng\d
001433182 019__ $$a1225257101$$a1225550653$$a1226592689$$a1228843314$$a1233069048
001433182 020__ $$a3658316055$$q(electronic book)
001433182 020__ $$a9783658316051$$q(electronic bk.)
001433182 020__ $$z3658316047
001433182 020__ $$z9783658316044
001433182 0247_ $$a10.1007/978-3-658-31605-1$$2doi
001433182 035__ $$aSP(OCoLC)1228650518
001433182 040__ $$aSFB$$beng$$epn$$cSFB$$dOCLCO$$dOCLCF$$dGW5XE$$dEBLCP$$dYDX$$dUKBTH$$dUPM$$dOCLCO$$dOCL$$dN$T$$dOCLCQ$$dOCLCO$$dCOM$$dOCL$$dOCLCQ
001433182 0410_ $$aeng$$bger
001433182 049__ $$aISEA
001433182 050_4 $$aTA409
001433182 08204 $$a620.1/126$$223
001433182 1001_ $$aRosendahl, Philipp Laurens,$$eauthor.
001433182 24510 $$aFrom bulk to structural failure :$$bfracture of hyperelastic materials /$$cPhilipp Laurens Rosendahl.
001433182 264_1 $$aWiesbaden :$$bSpringer Vieweg,$$c[2021]
001433182 300__ $$a1 online resource (xvii, 204 pages) :$$billustrations (some color)
001433182 336__ $$atext$$btxt$$2rdacontent
001433182 337__ $$acomputer$$bc$$2rdamedia
001433182 338__ $$aonline resource$$bcr$$2rdacarrier
001433182 347__ $$atext file
001433182 347__ $$bPDF
001433182 4901_ $$aMechanik, Werkstoffe und Konstruktion im Bauwesen,$$x2512-3238 ;$$vBand 57
001433182 502__ $$bDr.-Ing.$$cTechnische Hochschule Darmstadt$$d2020
001433182 504__ $$aIncludes bibliographical references.
001433182 5050_ $$aIntroduction -- Theoretical background -- Samples and finite element models -- Experimental material characterization -- Bulk material failure -- Nucleation of finite cracks in hyperelastic materials.-Hyperelastic weak interface model -- Conclusions and perspectives.
001433182 506__ $$aAccess limited to authorized users.
001433182 520__ $$aThis thesis investigates the fracture of nearly incompressible hyperelastic media. It covers the different characteristics of bulk material failure under dilatational or distortional loads and develops a unified description of the corresponding failure surface. It proposes a coupled strain and energy failure criterion for the assessment of notch-induced crack nucleation and presents a weak-interface-model that allows for efficient stress, strain and failure analyses of hyperelastic adhesive lap joints. Theoretical concepts for the measurement of fracture properties of nonlinear elastic materials are provided. The methodology is developed using two exemplary hyperelastic silicones, DOWSIL 993 Structural Glazing Sealant and DOWSIL Transparent Structural Silicone Adhesive, and is validated using large sets of experiments of different loading conditions. Philipp Rosendahl studied mechanical engineering at the Technical University of Darmstadt, the University of Illinois at Urbana-Champaign and the Royal Institute of Technology in Stockholm. His doctoral thesis on the fracture mechanics of thin layers opened applications to problems of structural engineering such as adhesive bonding in the fields of mechanical and civil engineering and to geophysical problems such as skier-triggered snow slab avalanche release. The author is currently working as the Junior Research Group Head for Structural Mechanics and Additive Manufacturing of the Institute of Structural Mechanics and Design at the Technical University of Darmstadt and co-founded the startup company 2phi, which aims at improving skier safety in the backcountry by transferring scientific advances into practice.
001433182 546__ $$aAbstract also in German.
001433182 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed February 11, 2021).
001433182 650_0 $$aFracture mechanics.
001433182 650_0 $$aElastomers$$xCracking.
001433182 650_0 $$aBulk solids$$xCracking.
001433182 650_0 $$aFinite element method.
001433182 650_0 $$aElasticity$$xMathematical models.
001433182 650_6 $$aMécanique de la rupture.
001433182 650_6 $$aÉlastomères$$xFissuration.
001433182 650_6 $$aVrac$$xFissuration.
001433182 650_6 $$aMéthode des éléments finis.
001433182 650_6 $$aÉlasticité$$xModèles mathématiques.
001433182 655_7 $$aAcademic theses.$$2fast$$0(OCoLC)fst01726453
001433182 655_7 $$aAcademic theses.$$2lcgft
001433182 655_7 $$aThèses et écrits académiques.$$2rvmgf
001433182 655_0 $$aElectronic books.
001433182 77608 $$iPrint version:$$z9783658316044
001433182 830_0 $$aMechanik, Werkstoffe und Konstruktion im Bauwesen ;$$vBd. 57.
001433182 852__ $$bebk
001433182 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-658-31605-1$$zOnline Access$$91397441.1
001433182 909CO $$ooai:library.usi.edu:1433182$$pGLOBAL_SET
001433182 980__ $$aBIB
001433182 980__ $$aEBOOK
001433182 982__ $$aEbook
001433182 983__ $$aOnline
001433182 994__ $$a92$$bISE