Institut für Mechanik der Werkstoffe und Strukturen

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Organization Name (de) Name der Organisation (de)
E202 - Institut für Mechanik der Werkstoffe und Strukturen
 
Code Kennzahl
E202
 
Type of Organization Organisationstyp
Institute
 
Parent OrgUnit Übergeordnete Organisation
Active Aktiv
 

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Results 1-20 of 44 (Search time: 0.02 seconds).

PreviewAuthors / EditorsTitleTypeIssue Date
1Schlappal, Thomas ; Kalliauer, Johannes  ; Vill, Markus ; Mang, Herbert ; Eberhardsteiner, Josef  ; Pichler, Bernhard Ultimate limits of reinforced concrete hingesArticle Artikel 1-Dec-2020
2Transfer relations.pdf.jpgZhang, Jiaolong ; Liu, Xian ; Yuan, Yong ; Mang, Herbert ; Pichler, Bernhard Transfer relations: useful basisfor computer-aided engineeringof circular arch structuresArticle Artikel 30-Oct-2020
3Torsional warping eigenmodes of FGM beams with longitudinally varying material properties.pdf.jpgMurin, Justin ; Aminbaghai, Mehdi; Hrabovsky, Juraj ; Balduzzi, Giuseppe; Dorn, Michael ; Mang, Herbert A. Torsional warping eigenmodes of FGM beams with longitudinally varying material propertiesArticle Artikel2018
4Mercuri, Valentina ; Balduzzi, Giuseppe; Asprone, Domenico ; Auricchio, FerdinandoStructural analysis of non-prismatic beams: critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrixArticle Artikel2020
5Stress recovery from one dimensional models for tapered bi-symmetric thin-walled I beams Deficiencies in modern engineering tools and procedures.pdf.jpgBalduzzi, Giuseppe; Hochreiner, Georg; Füssl, JosefStress recovery from one dimensional models for tapered bi-symmetric thin-walled I beams: Deficiencies in modern engineering tools and proceduresArticle Artikel2017
6Strength increase during ceramic biomaterial-induced bone regeneration a micromechanical study.pdf.jpgScheiner, Stefan; Komlev, Vladimir S. ; Hellmich, ChristianStrength increase during ceramic biomaterial-induced bone regeneration: a micromechanical studyArticle Artikel2016
7Schlappal, Thomas; Kalliauer, Johannes; Vill, Markus; Gmainer, Susanne; Mang, Herbert A. ; Eberhardsteiner, Josef ; Pichler, BernhardServiceability Limits of Reinforced Concrete HingesArticle Artikel2020
8Serviceability Analysis of Non-Prismatic Timber Beams Derivation and Validation of New and Effective Straightforward Formulas.pdf.jpgBalduzzi, Giuseppe; Hochreiner, Georg; Füssl, Josef; Auricchio, FerdinandoServiceability Analysis of Non-Prismatic Timber Beams: Derivation and Validation of New and Effective Straightforward FormulasArticle Artikel2017
9Self-Consistent Channel Approach for Upscaling Chloride Diffusivity in Cement Pastes.pdf.jpgDamrongwiriyanupap, Nattapong ; Scheiner, Stefan; Pichler, Bernhard; Hellmich, ChristianSelf-Consistent Channel Approach for Upscaling Chloride Diffusivity in Cement PastesArticle Artikel2017
10Second-order torsional warping theory considering the secondary torsion-moment deformation-effect.pdf.jpgAminbaghai, Mehdi; Murin, Justin; Balduzzi, Giuseppe; Hrabovsky, Juraj ; Hochreiner, Georg; Mang, Herbert A. Second-order torsional warping theory considering the secondary torsion-moment deformation-effectArticle Artikel2017
11Rubber friction on ice experiments and modeling.pdf.jpgPichler, Bernhard; Lahayne, Olaf; Reihsner, Roland; Eberhardsteiner, Josef ; Suh, Jongbeom ; Kim, Dongsub ; Nam, Seungkuk ; Paek, Hanseung ; Lorenz, Boris ; Persson, Bo N.J. Rubber friction on ice: experiments and modelingArticle Artikel2016
12Planar Timoshenko-like model for multilayer non-prismatic beams.pdf.jpgBalduzzi, Giuseppe; Aminbaghai, Mehdi ; Auricchio, Ferdinando ; Füssl, JosefPlanar Timoshenko-like model for multilayer non-prismatic beamsArticle Artikel2017
13On a nonlinear hybrid method for multiscale analysis of a bearing-capacity test of a real-scale segmental tunnel ring.pdf.jpgZhang, Jiao-Long ; Mang, Herbert A.; Liu, Xian ; Yuan, Yong On a nonlinear hybrid method for multiscale analysis of a bearing-capacity test of a real-scale segmental tunnel ringArticle Artikel2019
14Numerical Solution of the Consistently Linearized Eigenproblem by Means of a Finite Difference Expression for Approximation of a Directional Derivative in MSCMARC.pdf.jpgPavlicek, Stefan ; Jia, Xin; Mang, Herbert A.Numerical Solution of the Consistently Linearized Eigenproblem by Means of a Finite Difference Expression for Approximation of a Directional Derivative in MSC.MARCArticle Artikel2014
15Numerical Analysis of a Moderate Fire inside a Segment of a Subway Station.pdf.jpgDiaz, Rodrigo ; Wang, Hui; Mang, Herbert; Yuan, Yong; Pichler, BernhardNumerical Analysis of a Moderate Fire inside a Segment of a Subway StationArticle Artikel2018
16Non-prismatic Timoshenko-like beam model Numerical solution via isogeometric collocation.pdf.jpgBalduzzi, Giuseppe; Morganti, Simone ; Auricchio, Ferdinando; Reali, Alessandro Non-prismatic Timoshenko-like beam model: Numerical solution via isogeometric collocationArticle Artikel2017
17Non-prismatic Beams a Simple and Effective Timoshenko-like Model.pdf.jpgBalduzzi, Giuseppe; Aminbaghai, Mehdi; Sacco, Elio; Füssl, Josef; Eberhardsteiner, Josef ; Auricchio, FerdinandoNon-prismatic Beams: a Simple and Effective Timoshenko-like ModelArticle Artikel2016
18A new modeling approach for planar beams finite-element solutions based on mixed variational derivations.pdf.jpgAuricchio, Ferdinando; Balduzzi, Giuseppe; Lovadina, CarloA new modeling approach for planar beams: finite-element solutions based on mixed variational derivationsArticle Artikel2010
19Multiscale Thermoelastic Analysis of the Thermal Expansion Coefficient and of Microscopic Thermal Stresses of Mature Concrete.pdf.jpgWang, Hui ; Mang, Herbert; Yuan, Yong ; Pichler, Bernhard L. Multiscale Thermoelastic Analysis of the Thermal Expansion Coefficient and of Microscopic Thermal Stresses of Mature ConcreteArticle Artikel2019
20Multiscale structural analysis inspired by exceptional load cases concerning the immersed tunnel of the Hong Kong-Zhuhai-Macao Bridge.pdf.jpgWang, Hui; Binder, Eva ; Mang, Herbert; Yuan, Yong; Pichler, BernhardMultiscale structural analysis inspired by exceptional load cases concerning the immersed tunnel of the Hong Kong-Zhuhai-Macao BridgeArticle Artikel2018