Johan Clausen
Johan Clausen
Department of Civil Engineering, Aalborg University
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An efficient return algorithm for non-associated plasticity with linear yield criteria in principal stress space
J Clausen, L Damkilde, L Andersen
Computers & Structures 85 (23-24), 1795-1807, 2007
Efficient return algorithms for associated plasticity with multiple yield planes
J Clausen, L Damkilde, L Andersen
International Journal for Numerical Methods in Engineering 66 (6), 1036-1059, 2006
Impedance of surface footings on layered ground
L Andersen, J Clausen
Computers & structures 86 (1-2), 72-87, 2008
An exact implementation of the Hoek–Brown criterion for elasto-plastic finite element calculations
J Clausen, L Damkilde
International Journal of Rock Mechanics and Mining Sciences 45 (6), 831-847, 2008
Prediction of underground cavity roof collapse using the Hoek–Brown failure criterion
AM Suchowerska, RS Merifield, JP Carter, J Clausen
Computers and Geotechnics 44, 93-103, 2012
Bearing capacity of circular footings on a Hoek―Brown material
J Clausen
International journal of rock mechanics and mining sciences (1997) 57, 34-41, 2013
Efficient non-linear finite element implementation of elasto-plasticity for geotechnical problems
J Clausen
Esbjerg Institute of Technology, Aalborg University, 2007
The bearing capacity of circular footings in sand: comparison between model tests and numerical simulations based on a nonlinear Mohr failure envelope
S Krabbenhoft, J Clausen, L Damkilde
Advances in Civil Engineering 2012, 2012
A simple and efficient FEM-implementation of the Modified Mohr-Coulomb criterion
JC Clausen, L Damkilde
Proceedings of the 19th Nordic seminar on computational mechanics, 214-219, 2006
Robust and efficient handling of yield surface discontinuities in elasto-plastic finite element calculations
J Clausen, L Damkilde, LV Andersen
Engineering Computations, 2015
Finite element implementation of the Hoek–Brown material model with general strain softening behavior
ES Sørensen, J Clausen, L Damkilde
International Journal of Rock Mechanics and Mining Sciences 78, 163-174, 2015
Probabilistic three-dimensional model of an offshore monopile foundation: Reliability based approach
MJ Vahdatirad, LV Andersen, LB Ibsen, J Clausen, JD Sørensen
Seventh international conference on case histories in geotechnical engineering, 2013
Strength envelope of granular soil stabilized by multi-axial geogrid in large triaxial tests
AS Lees, J Clausen
Canadian Geotechnical Journal 57 (3), 448-452, 2020
An efficient return algorithm for non-associated Mohr-Coulomb plasticity
J Clausen, L Damkilde, L Andersen
Proceedings of the tenth international conference on civil, structural and …, 2005
Influence of pore water in the seabed on dynamic response of offshore wind turbines on monopiles
M Bayat, LV Andersen, LB Ibsen, J Clausen
Soil Dynamics and Earthquake Engineering 100, 233-248, 2017
Py curves for bucket foundations in sand using finite element modeling
MU Østergaard, BS Knudsen, LB Ibsen
Frontiers in Offshore Geotechnics III: Proceedings of the 3rd international …, 2015
Efficient modelling of wind turbine foundations
L Andersen, J Clausen
Fundamental and advanced topics in wind power, 1-60, 2011
Existence and uniqueness of solutions in nonassociated Mohr-Coulomb elastoplasticity
J Clausen, K Krabbenhoft
8th World Congress on Computational Mechanics WCCM8, 5th European Congress …, 2008
Slope safety factor calculations with non-linear yield criterion using finite elements
J Clausen, L Damkilde
Numerical Methods in Geotechnical Engineering: Sixth European Conference on …, 2006
Comparison of numerical formulations for the modeling of tensile loaded suction buckets
ES Sørensen, J Clausen, L Damkilde
Computers and Geotechnics 83, 198-208, 2017
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