F
Frank Wuttke
Researcher at University of Kiel
Publications - 136
Citations - 929
Frank Wuttke is an academic researcher from University of Kiel. The author has contributed to research in topics: Finite element method & Fundamental solution. The author has an hindex of 15, co-authored 124 publications receiving 686 citations. Previous affiliations of Frank Wuttke include Glasgow Caledonian University & Bauhaus University, Weimar.
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Poisson's Ratio and Auxetic Properties of Natural Rocks
Shaocheng Ji,Le Li,Hem Bahadur Motra,Frank Wuttke,Shengsi Sun,Katsuyoshi Michibayashi,Matthew H. Salisbury +6 more
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Enhancement of a hypoplastic model for granular soil–structure interface behaviour
TL;DR: In this article, an enhanced hypoplastic interface model that incorporates the in-plane stresses at the interface is proposed, which can be used in the existing continuum model with few modifications.
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Seismic response of lined tunnels in the half-plane with surface topography
TL;DR: In this paper, the seismic response of multiple tunnels reinforced with liners and buried within the elastic homogeneous half-plane in the presence of surface relief is examined, and the results of these parametric studies reveal the influence of the following key parameters on the soil-tunnel system response: (a) the shape of the free-surface relief; (b) the depth of placement of the tunnels and their separation distance; (c) the SH-wavelength to tunnel diameter ratio; (d) the elastic properties of the tunnel lining rings and (e) the dynamic
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The domain of existence of prograde Rayleigh-wave particle motion for simple models
Peter G. Malischewsky,Frank Scherbaum,Cinna Lomnitz,Tran Thanh Tuan,Frank Wuttke,Gadi Shamir +5 more
TL;DR: In this paper, the existence of prograde particle motion for fundamental-mode Rayleigh waves is studied systematically in models of increasing complexity by using an exact expression of the ellipticity.
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Soil-structure interaction using BEM–FEM coupling through ANSYS software package
TL;DR: In this article, the authors developed, verified and applied in simulation study an efficient hybrid approach to study seismic response of a soil-structure system taking into account all the important components as: (1) the line time-harmonic source with its specific geophysical properties; (2) the inhomogeneity and heterogeneity of the wave path from the source to the local geological region; (3) the geotechnical properties of the near-field local geological profile and finally (4) the properties of engineering structure itself.