| 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, 497-508, 2014 | 84 | 2014 |
| 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 | 73 | 2017 |
| 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 | 68 | 2019 |
| 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 | 68 | 2015 |
| 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 | 54 | 2016 |
| Finite-element-based moisture transport model for wood including free water above the fiber saturation point M Autengruber, M Lukacevic, J Füssl International Journal of Heat and Mass Transfer 161, 120228, 2020 | 45 | 2020 |
| 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, 551-576, 2015 | 41 | 2015 |
| 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 | 37 | 2016 |
| A numerical simulation tool for wood grading model development C Hackspiel, K De Borst, M Lukacevic Wood science and technology 48, 633-649, 2014 | 35 | 2014 |
| 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 | 32 | 2018 |
| Comparison of unit cell-based computational methods for predicting the strength of wood J Füssl, M Li, M Lukacevic, J Eberhardsteiner, CM Martin Engineering Structures 141, 427-443, 2017 | 31 | 2017 |
| Finite-element-based prediction of moisture-induced crack patterns for cross sections of solid wood and glued laminated timber exposed to a realistic climate condition M Autengruber, M Lukacevic, C Gröstlinger, J Füssl Construction and Building Materials 271, 121775, 2021 | 27 | 2021 |
| Experimental study on glued laminated timber beams with well-known knot morphology G Kandler, M Lukacevic, J Füssl European journal of wood and wood products 76, 1435-1452, 2018 | 25 | 2018 |
| Metamodel assisted optimization of glued laminated timber beams by using metaheuristic algorithms S Pech, G Kandler, M Lukacevic, J Füssl Engineering Applications of Artificial Intelligence 79, 129-141, 2019 | 23 | 2019 |
| Stochastic engineering framework for timber structural elements and its application to glued laminated timber beams G Kandler, M Lukacevic, C Zechmeister, S Wolff, J Füssl Construction and Building Materials 190, 573-592, 2018 | 22 | 2018 |
| A robust multisurface return-mapping algorithm and its implementation in Abaqus S Pech, M Lukacevic, J Füssl Finite Elements in Analysis and Design 190, 103531, 2021 | 20 | 2021 |
| A hybrid multi-phase field model to describe cohesive failure in orthotropic materials, assessed by modeling failure mechanisms in wood S Pech, M Lukacevic, J Fuessl Engineering Fracture Mechanics 271, 108591, 2022 | 19 | 2022 |
| Modeling approach to estimate the bending strength and failure mechanisms of glued laminated timber beams C Vida, M Lukacevic, J Eberhardsteiner, J Füssl Engineering Structures 255, 113862, 2022 | 19 | 2022 |
| Performance Assessment of a Numerical Simulation Tool for Wooden Boards with Knots by Means of Full‐Field Deformation Measurements M Lukacevic, J Füssl, M Griessner, J Eberhardsteiner Strain 50 (4), 301-317, 2014 | 19 | 2014 |
| The compressive strength of vertically perforated clay block masonry predicted by means of a unit-cell type numerical simulation tool taking discrete cracking into account T Kiefer, H Kariem, M Lukacevic, J Füssl Construction and Building Materials 150, 24-34, 2017 | 18 | 2017 |
Josef FüsslTU Wien, Karlsplatz 13, 1040 Vienna, AustriaVerified email at tuwien.ac.at
