Autor / Beteiligte : Hofstetter, Günter
Entwicklung und Anwendung eines Dreiphasenmodells für Beton
Innsbruck, Jänner 2017- Das Dokument ist auf Wunsch des Urhebers/der Urheberin online nicht zugänglich
Constitutive and empirical models for predicting the cyclic behavior of concrete components
Innsbruck, January 2020 A 3D continuum FE-model for predicting the nonlinear response and failure modes of RC frames in pushover analyses
In: Bulletin of Earthquake Engineering, 16 (2018), 10, S. 4893-4917Springer, 2018- Das Dokument ist auf Wunsch des Urhebers/der Urheberin online nicht zugänglich
Untersuchung des zeitabhängigen Materialverhaltens von Beton unter Druck- und Zugbeanspruchung
Innsbruck, November 2018 An extended gradient-enhanced damage-plasticity model for concrete considering nonlinear creep and failure due to creep
In: International journal of solids and structures, 243 (2022), Artikel-ID 111541, Seite 1-17Elsevier, 2022Experimental and numerical study on nonlinear basic and drying creep of normal strength concrete under uniaxial compression
In: Construction and building materials, 362 (2023), Artikel-ID 129726, Seite 1-13Elsevier, 2023Constitutive modelling of isotropic and anisotropic rock
Innsbruck, Mai 2016Benefits of porosity-dependent moisture retention modelling for predicting autogenous shrinkage of concrete
In: Proceedings in Applied Mathematics and Mechanics (PAMM), 19 (2019), 1 Artikel-ID e201900166, S. 1-2Wiley, 2019Hygro-thermo-chemo-mechanical modelling of shotcrete during tunnel advance
In: Proceedings in Applied Mathematics and Mechanics (PAMM), 18 (2018), 1 Artikel-ID e201800144, S. 1-2Wiley, 2018- Das Dokument ist auf Wunsch des Urhebers/der Urheberin online nicht zugänglich
Constitutive modeling of anisotropic layered quasi-brittle materials
formulation and application to finite element analysis of layered rock mass and 3D printed concreteInnsbruck, 2023A gradient enhanced transversely isotropic damage plasticity model for rock - formulation and comparison of different approaches
In: International journal for numerical and analytical methods in geomechanics, 46 (2022), 5, Seite 933-960Wiley, 2022On the influence of direction-dependent behavior of rock mass in simulations of deep tunneling using a novel gradient-enhanced transversely isotropic damage-plasticity [...]
In: Applied sciences, 12 (2022), 17 Artikel-ID 8532, Seite 1-24MDPI AG, 2022Time-Dependent Material Properties of Shotcrete: Experimental and Numerical Study
In: Materials, 10 (2017), 9 Artikel-ID 1067, S. 1-17Basel : MDPI AG, 2017Nonlinear time-dependent analysis of the load-bearing capacity of a single permanent shotcrete lining at the Brenner Base Tunnel
In: Structural Engineering International, 30 (2020), 4, S. 475-483Taylor & Francis, 2020A 3D gradient-enhanced micropolar damage-plasticity approach for modeling quasi-brittle failure of cohesive-frictional materials
In: Computers & Structures, 239 (2020), Artikel-ID 106332, Seite 1-17Elsevier, 2020An Extended Damage Plasticity Model for Shotcrete: Formulation and Comparison with Other Shotcrete Models
In: Materials, 10 (2017), 1 Artikel-ID 82, S. 1-21Basel : MDPI AG, 2017On the prediction of complex shear dominated concrete failure by means of classical and higher order damage-plasticity continuum models
In: Engineering structures, 251 Part B (2022), Artikel-ID 113506, Seite 1-12Elsevier, 2022