Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Pijpers, R.J.M."'
Publikováno v:
In Procedia Engineering 2013 66:216-225
Publikováno v:
In Procedia Engineering 2013 66:126-137
Autor:
Courage, W.M.G., Dragt, R.C., Pijpers, R.J.M., Maljaars, J., Walters, C.L., Weijde, G.D. van der
Publikováno v:
International journal for Electricity and Heat Generation, 7, 96, 83-89
design driver for Offshore Wind Turbine (OWT) substructures and also has an im-pact on operational costs. During service life, inspections are required to detect fa-tigue cracks at an early stage. These cracks may need to be repaired. The costs of in
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Autor:
Attema, T., Courage, W.M.G., Maljaars, J., Meerveld, H. van, Paulissen, J.H., Pijpers, R.J.M., Slobbe, A.T.
Publikováno v:
Contribution to the Workshop on Quantifying the Value of Structural Health Monitoring, 04.-05.05.2015, DTU, Denmark, 1-10
This paper presents a monitoring and modelling methodology to assess the current and future conditions of steel bridges subjected to fatigue cracking. Steel bridges are subjected to fatigue cracking as a result of fluctuating stresses caused by the c
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Publikováno v:
ASME 2015 Pressure Vessels and Piping Conference, PVP 2015, 19-23 July 2015, Boston, MA, USA, 3, 1-9
High cycle fatigue failure is likely to occur when a rather undamped offshore installation is operated over a long period of time. Especially welded parts are vulnerable to fluctuating stress ranges, if the structural components, such as the small bo
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Publikováno v:
7th European Workshop on Structural Health Monitoring, July 2014, Nantes, France, 1163-1170
Despite extensive developments in the field of Acoustic Emission (AE) for monitoring fatigue cracks in steel structures, the implementation of AE systems for large-scale bridges is hindered by limitations associated with instrumentation costs and sig
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Publikováno v:
Stevin rapport 6-14-2
Externí odkaz:
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Publikováno v:
Proceedings of the 9th International Workshop on Structural Health Monitoring. A Roadmap to Intelligent Structures, 846-853
Fatigue cracks in orthotropic bridge decks are an important cause for the necessary renovation of existing bridges. Parallel utilization of various technologies based on different physical sensing principles can potentially maximize the efficiency of
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Autor:
Maljaars, J., Pijpers, R.J.M.
Publikováno v:
3rd Orthotropic Bridge Conference Proceedingas, June 26-28, 2013, Sacramento, California, USA, 211-220
A number of orthotropic deck structures of existing bridges are suffering from fatigue cracks. Maintenance of these deck structures may consist of regular inspections and repair of detected cracks. The usual fatigue design life procedure for aswelded
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Publikováno v:
3rd Orthotropic Bridge Conference Proceedings, June 26-28, 2013, Sacramento, California, USA, 432-445
Infrastructure asset owners are more and more confronted with structures reaching the end of their structural life. Structural Health Monitoring (SHM) systems should provide up-to-date information about the actual condition, as well predict the struc
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