Ghent University Academic Bibliography

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Your filters: cql: author="Kortenhaus, Andreas" or (type exact bookEditor and editor="Kortenhaus, Andreas")

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CFD Modelling Of Wave Impacts On Sea Dikes With Shallow Foreshores – A Detailed Validation With Large-Scale Experiments

Vincent Gruwez (UGent) , Corrado Altomare, Tomohiro Suzuki, Maximilian Streicher (UGent) , Lorenzo Cappiietti, Andreas Kortenhaus (UGent) , Peter Troch (UGent) and Kevin Burgess

(2023) Proceedings of Coasts, Marine Structures and Breakwaters 2023: Resilience and adaptability in a changing climate. p.259-272
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- A1
A new average wave overtopping prediction formula with improved accuracy for smooth steep low-crested structures

David Gallach Sanchez (UGent) , Peter Troch (UGent) and Andreas Kortenhaus (UGent)

(2021) COASTAL ENGINEERING. 163.
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Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset

Vincent Gruwez (UGent) , Corrado Altomare (UGent) , Tomohiro Suzuki, Maximilian Streicher (UGent) , Lorenzo Cappietti, Andreas Kortenhaus (UGent) and Peter Troch (UGent)

(2020) JOURNAL OF MARINE SCIENCE AND ENGINEERING. 8(9).
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An inter-model comparison for wave interactions with sea dikes on shallow foreshores

Vincent Gruwez (UGent) , Corrado Altomare, Tomohiro Suzuki, Maximilian Streicher (UGent) , Lorenzo Cappietti, Andreas Kortenhaus (UGent) and Peter Troch (UGent)

(2020) JOURNAL OF MARINE SCIENCE AND ENGINEERING. 8(12).
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Implementation of open boundaries within a two-way coupled SPH model to simulate nonlinear wave–structure interactions

Tim Verbrugghe, Vicky Stratigaki (UGent) , Corrado Altomare (UGent) , J. Domínguez, Peter Troch (UGent) and Andreas Kortenhaus (UGent)

(2019) ENERGIES. 12(4).
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Non-linear wave generation and absorption using open boundaries within DualSPHysics

Tim Verbrugghe, J.M. Domínguez, Corrado Altomare (UGent) , Angelantonio Tafuni, Renato Vacondio, Peter Troch (UGent) and Andreas Kortenhaus (UGent)

(2019) COMPUTER PHYSICS COMMUNICATIONS. 240. p.46-59
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Classification of bore patterns induced by storm waves overtopping a dike crest and their impact types on dike mounted vertical walls : a large-scale model study

Maximilian Streicher (UGent) , Andreas Kortenhaus (UGent) , Krasimir Marinov, Matthias Hirt, Steven Hughes, Bas Hofland, Babette Scheres and Holger Schüttrumpf

(2019) COASTAL ENGINEERING JOURNAL. 61(3). p.321-339
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Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall

Maximilian Streicher (UGent) , Andreas Kortenhaus (UGent) , Corrado Altomare (UGent) , Steven Hughes, Krasimir Marinov, Bas Hofland, Xuexue Chen, Tomohiro Suzuki and Lorenzo Cappietti

(2019) PROCEEDINGS OF THE ASME 38TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2019, VOL 3. Volume 3: Structures, Safety, and Reliability.
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Design features of the upcoming coastal and ocean basin in Ostend, Belgium

Peter Troch (UGent) , Vicky Stratigaki (UGent) , Peter Devriese (UGent) , Andreas Kortenhaus (UGent) , Jeroen De Maeyer (UGent) , Jaak Monballiu, Erik Toorman, Pieter Rauwoens, Dieter Vanneste, Tomohiro Suzuki, et al.

(2019) Coastal Structures 2019. p.1191-1199
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Overtopped wave loads on walls (WALOWA) : numerical and physical modelling of large-scale experiments in the delta flume

Maximilian Streicher (UGent) , Andreas Kortenhaus (UGent) , Vincent Gruwez (UGent) , Tomohiro Suzuki, Corrado Altomare, Alessandra Saponieri, Davide Pasquali, Nico Valentini, Giuseppe Tripepi, Daniele Celli, et al.

(2019) Trans-national access in Hydralab+ : proceedings of the joint user meeting. p.57-67
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- C3
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Wave impacts on storm walls: Large scale experiments in the Delta flume

Maximilian Streicher (UGent) , Andreas Kortenhaus (UGent) and Peter Troch (UGent)

(2018) Book of Abstracts Special Publication 80. p.25-26
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Towards an improved numerical modelling methodology for wave overtopping on a dike with a very shallow foreshore

Vincent Gruwez (UGent) , Andreas Kortenhaus (UGent) and Peter Troch (UGent)

(2018) Book of Abstracts Special Publication 80. p.16-17
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A critical analysis and validation of the accuracy of wave overtopping prediction formulae for OWECs

David Gallach Sanchez (UGent) , Peter Troch (UGent) and Andreas Kortenhaus (UGent)

(2018) ENERGIES. 11(1).
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Average and wave-by-wave overtopping performance of steep low-crested structures

David Gallach Sanchez (UGent) , Peter Troch (UGent) and Andreas Kortenhaus (UGent)

(2018) Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018. In COASTAL ENGINEERING PROCEEDINGS
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The influence of a crown wall on wave overtopping over rubble mound structures

Koen Van Doorslaer (UGent) , Andreas Kortenhaus (UGent) , Peter Troch (UGent) , Goele De Meyere and Lieselot Vantomme

(2018) Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018. In COASTAL ENGINEERING PROCEEDINGS
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Application of open boundaries within a two-way coupled SPH model to simulate non-linear wave-structure interactions

Tim Verbrugghe, José Manuel Dominguez, Corrado Altomare (UGent) , Angelantonio Tafuni, Peter Troch (UGent) and Andreas Kortenhaus (UGent)

(2018) Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018. In COASTAL ENGINEERING PROCEEDINGS
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Coupling methodology for smoothed particle hydrodynamics modelling of non-linear wave-structure interactions

Tim Verbrugghe, José Manuel Domínguez, Alejandro J.C. Crespo, Corrado Altomare (UGent) , Vicky Stratigaki (UGent) , Peter Troch (UGent) and Andreas Kortenhaus (UGent)

(2018) COASTAL ENGINEERING. 138. p.184-198
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Prediction of dynamic and quasi-static impacts on vertical sea walls caused by an overtopped bore

Maximilian Streicher (UGent) , Andreas Kortenhaus (UGent) , Vincent Gruwez (UGent) , Bas Hofland, Xuexue Chen, Steven Hughes and Matthias Hirt

(2018) Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018. In COASTAL ENGINEERING PROCEEDINGS
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2D experiments of wave dynamics in fornt of and over a sea dike with a very shallow foreshore

Vincent Gruwez (UGent) , Ine Vandebeek (UGent) , Dogan Kisacik, Maximilian Streicher (UGent) , Corrado Altomare (UGent) , Tomohiro Suzuki, Toon Verwaest, Andreas Kortenhaus (UGent) and Peter Troch (UGent)

(2018) p.1-10
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2D overtopping and impact experiments in shallow foreshore conditions

Vincent Gruwez (UGent) , Ine Vandebeek (UGent) , Dogan Kisacik (UGent) , Maximilian Streicher (UGent) , Corrado Altomare (UGent) , Tomohiro Suzuki (UGent) , Toon Verwaest, Andreas Kortenhaus (UGent) and Peter Troch (UGent)

(2018) Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018. In COASTAL ENGINEERING PROCEEDINGS

Academic Bibliography

CFD Modelling Of Wave Impacts On Sea Dikes With Shallow Foreshores – A Detailed Validation With Large-Scale Experiments

A new average wave overtopping prediction formula with improved accuracy for smooth steep low-crested structures

Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset

An inter-model comparison for wave interactions with sea dikes on shallow foreshores

Implementation of open boundaries within a two-way coupled SPH model to simulate nonlinear wave–structure interactions

Non-linear wave generation and absorption using open boundaries within DualSPHysics

Classification of bore patterns induced by storm waves overtopping a dike crest and their impact types on dike mounted vertical walls : a large-scale model study

Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall

Design features of the upcoming coastal and ocean basin in Ostend, Belgium

Overtopped wave loads on walls (WALOWA) : numerical and physical modelling of large-scale experiments in the delta flume

Wave impacts on storm walls: Large scale experiments in the Delta flume

Towards an improved numerical modelling methodology for wave overtopping on a dike with a very shallow foreshore

A critical analysis and validation of the accuracy of wave overtopping prediction formulae for OWECs

Average and wave-by-wave overtopping performance of steep low-crested structures

The influence of a crown wall on wave overtopping over rubble mound structures

Application of open boundaries within a two-way coupled SPH model to simulate non-linear wave-structure interactions

Coupling methodology for smoothed particle hydrodynamics modelling of non-linear wave-structure interactions

Prediction of dynamic and quasi-static impacts on vertical sea walls caused by an overtopped bore

2D experiments of wave dynamics in fornt of and over a sea dike with a very shallow foreshore

2D overtopping and impact experiments in shallow foreshore conditions

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