Josef Füssl
Josef Füssl
TU Wien, Karlsplatz 13, 1040 Vienna, Austria
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Impact of maltene and asphaltene fraction on mechanical behavior and microstructure of bitumen
B Hofko, L Eberhardsteiner, J Füssl, H Grothe, F Handle, M Hospodka, ...
Materials and Structures 49 (3), 829-841, 2016
The bitumen microstructure: a fluorescent approach
F Handle, J Füssl, S Neudl, D Grossegger, L Eberhardsteiner, B Hofko, ...
Materials and Structures 49 (1), 167-180, 2016
Influence of asphaltene content on mechanical bitumen behavior: experimental investigation and micromechanical modeling
L Eberhardsteiner, J Füssl, B Hofko, F Handle, M Hospodka, R Blab, ...
Materials and Structures 48 (10), 3099-3112, 2015
Numerical simulation tool for wooden boards with a physically based approach to identify structural failure
M Lukacevic, J Füssl
European Journal of Wood and Wood Products 72 (4), 497-508, 2014
Non-prismatic beams: a simple and effective Timoshenko-like model
G Balduzzi, M Aminbaghai, E Sacco, J Füssl, J Eberhardsteiner, ...
International Journal of Solids and Structures 90, 236-250, 2016
Towards a microstructural model of bitumen ageing behaviour
L Eberhardsteiner, J Füssl, B Hofko, F Handle, M Hospodka, R Blab, ...
International Journal of Pavement Engineering 16 (10), 939-949, 2015
Tracking aging of bitumen and its saturate, aromatic, resin, and asphaltene fractions using high-field Fourier transform ion cyclotron resonance mass spectrometry
F Handle, M Harir, J Füssl, AN Koyun, D Grossegger, N Hertkorn, ...
Energy & Fuels 31 (5), 4771-4779, 2017
Failure mechanisms of clear wood identified at wood cell level by an approach based on the extended finite element method
M Lukacevic, J Füssl, R Lampert
Engineering Fracture Mechanics 144, 158-175, 2015
Alternative approach toward the aging of asphalt binder
B Hofko, F Handle, L Eberhardsteiner, M Hospodka, R Blab, J Füssl, ...
Transportation Research Record 2505 (1), 24-31, 2015
A microstructure-based multisurface failure criterion for the description of brittle and ductile failure mechanisms of clear-wood
M Lukacevic, W Lederer, J Füssl
Engineering Fracture Mechanics 176, 83-99, 2017
Cross‐laminated Timber Plates Subjected to Concentrated Loading: Experimental Identification of Failure Mechanisms
G Hochreiner, J Füssl, J Eberhardsteiner
Strain 50 (1), 68-81, 2014
Towards an optimised lab procedure for long-term oxidative ageing of asphalt mix specimen
D Steiner, B Hofko, M Hospodka, F Handle, H Grothe, J Füssl, ...
International Journal of Pavement Engineering 17 (6), 471-477, 2016
Failure modes and effective strength of two-phase materials determined by means of numerical limit analysis
J Füssl, R Lackner, J Eberhardsteiner, HA Mang
Acta Mechanica 195 (1), 185-202, 2008
An algorithm for the geometric reconstruction of knots within timber boards based on fibre angle measurements
G Kandler, M Lukacevic, J Füssl
Construction and Building Materials 124, 945-960, 2016
Effective stiffness prediction of GLT beams based on stiffness distributions of individual lamellas
G Kandler, J Füssl, E Serrano, J Eberhardsteiner
Wood Science and Technology 49 (6), 1101-1121, 2015
A 3D model for knots and related fiber deviations in sawn timber for prediction of mechanical properties of boards
M Lukacevic, G Kandler, M Hu, A Olsson, J Füssl
Materials & Design 166, 107617, 2019
Application of a multisurface discrete crack model for clear wood taking into account the inherent microstructural characteristics of wood cells
M Lukacevic, J Füssl
Holzforschung 70 (9), 845-853, 2016
Discussion of common and new indicating properties for the strength grading of wooden boards
M Lukacevic, J Füssl, J Eberhardsteiner
Wood Science and Technology 49 (3), 551-576, 2015
Planar Timoshenko-like model for multilayer non-prismatic beams
G Balduzzi, M Aminbaghai, F Auricchio, J Füssl
International Journal of Mechanics and Materials in Design 14 (1), 51-70, 2018
Strength predictions of clear wood at multiple scales using numerical limit analysis approaches
M Li, J Füssl, M Lukacevic, J Eberhardsteiner, CM Martin
Computers & Structures 196, 200-216, 2018
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