Is this you? As a journalist, you can create a free Muck Rack account to customize your profile, list your contact preferences, and upload a portfolio of your best work.
Claim your profile
Articles by Patrick Staubach
Failure Envelopes of Helical Anchors in Sand
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement All data, models, and code generated or used during the study appear in the published article. Acknowledgments The research presented here was undertaken with support from the Australian Research Council (ARC), Australia through the ARC Discovery Project DP230102786. This support is gratefully acknowledged.
Offshore Wind Farms under Freak Wave Loading
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. numgeo can be freely downloaded from https://www.numgeo.de.
Complex High‐Cyclic Loading in an Accumulation Model for Sand
1 Introduction Traffic (such as high-speed trains and magnetic levitation trains [1]), industrial sources (such as crane rails and machine foundations [2, 3]), wind and waves (such as on- and offshore wind turbines and coastal structures [4]), repeatedly filling and emptying processes (such as locks, tanks, and silos [5]), construction processes (such as pile installation by vibration [6]), or granular soil compaction (such as vibratory compaction [7]) can all result in a high-cyclic loading...
Hydro‐mechanically coupled CEL analyses with effective contact stresses
1 INTRODUCTION Modelling large deformations in geotechnical engineering is a very relevant yet challenging task. Many different schemes to tackle large deformation problems in continuum mechanics exists, of which the coupled Eulerian–Lagrangian (CEL) method is a promising tool.1, 6, 16 Essentially, the CEL method allows to combine Eulerian and Lagrangian representation of continua within the same model considering interaction between the two regions.
Entwicklungen in der numerischen Modellierung geotechnischer Randwertprobleme
References 1Machaček, J. (2020) Contributions to the numerical modelling of saturated and unsaturated soils [Dissertation]. Karlsruher Institut für Technologie (KIT). 2Staubach, P. (2022) Contributions to the numerical modelling of pile installation processes and high-cyclic loading of soils [Dissertation]. Ruhr-Universität Bochum. 3Machaček, J.; Staubach, P.; Tafili, M.; Zachert, H.; Wichtmann, T.
Long-Term Response of Piles to Cyclic Lateral Loading Following Vibratory and Impact Driving in Water-Saturated Sand
Abstract The influence of the pile installation by vibratory or impact driving on the response to subsequent cyclic lateral loading, as faced in the offshore environment, is investigated numerically. Large-deformation analyses of the pile installation process using the coupled Eulerian–Lagrangian method considering partially drained conditions are performed. Following the installation, one million lateral load cycles are simulated using the high-cycle accumulation (HCA) model.
Show More
loading
Actions
Is this you?
As a journalist, you can create a free Muck Rack account to customize your profile, list your contact preferences, and upload a portfolio of your best work.Get in touch with Patrick
Contact Patrick, search articles and posts on X, monitor coverage, and track replies from one place.
Learn more about Muck Rack