Philipp Ulrich Haselbach
Technical University of Denmark
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Featured researches published by Philipp Ulrich Haselbach.
32nd International Conference on Ocean, Offshore and Arctic Engineering (OMAE 2013) | 2013
Kim Branner; Henrik Stensgaard Toft; Philipp Ulrich Haselbach; Anand Natarajan; John Dalsgaard Sørensen
This paper describes a probabilistic approach to reliability assessment of fatigue critical welded details in jacket support structures for offshore wind turbines. The analysis of the jacket response to the operational loads is performed using Finite Element Method (FEM) simulations in SIMULIA Abaqus. Fatigue stress cycles are computed on the jacket members by applying tower top loads from an aeroelastic simulation with superimposed marine loads and in accordance to the IEC-61400-3 guidelines for operational conditions. The combined effect of the hydrodynamic loads and the rotor loads on the jacket structure is analyzed in a de-coupled scheme, but including the structural dynamics of the support structure.The failure prediction of the welded joints, connecting the individual members of the support structure is based on SN-curves and Miners rule according to ISO 19902 and DNV-RP-C203/DNV-OS-J101. Probabilistic SN-curves and a stochastic model for Miners rule is used to estimate the reliability of selected critical welded details in the jacket structure taken into account the uncertainty in the fatigue stresses.Copyright
Journal of Materials Engineering and Performance | 2018
Martin Alexander Eder; Philipp Ulrich Haselbach; O.V. Mishin
In this work, high-cycle fatigue is studied for threaded cylindrical high-strength steel samples coated using three different industrial processes: black oxidation, normal-temperature galvanization and high-temperature galvanization. The fatigue performance in air is compared with that of uncoated samples. Microstructural characterization revealed the abundant presence of small cracks in the zinc coating partially penetrating into the steel. This is consistent with the observation of multiple crack initiation sites along the thread in the galvanized samples, which led to crescent type fracture surfaces governed by circumferential growth. In contrast, the black oxidized and uncoated samples exhibited a semicircular segment type fracture surface governed by single-sided growth with a significantly longer fatigue life. Numerical fatigue life prediction based on an extended Paris-law formulation has been conducted on two different fracture cases: 2D axisymmetric multisided crack growth and 3D single-sided crack growth. The results of this upper-bound and lower-bound approach are in good agreement with experimental data and can potentially be used to predict the lifetime of bolted components.
Renewable Energy | 2016
Philipp Ulrich Haselbach; Robert Bitsche; Kim Branner
Wind Energy | 2016
Philipp Ulrich Haselbach; Martin Alexander Eder; Federico Belloni
Engineering Fracture Mechanics | 2016
Philipp Ulrich Haselbach; Kim Branner
17th European Conference on Composite Materials | 2016
Kim Branner; Peter Berring; Philipp Ulrich Haselbach
Composite Structures | 2017
Philipp Ulrich Haselbach
Archive | 2015
Philipp Ulrich Haselbach; Kim Branner; Christian Berggreen; Robert Bitsche
20th International Conference on Composite Materials (ICCM20) | 2015
Philipp Ulrich Haselbach; Kim Branner
Energy Procedia | 2013
Philipp Ulrich Haselbach; Anand Natarajan; Randi Gusto Jiwinangun; Kim Branner