Adhesive bonding of measurement equipment on impact-driven offshore monopile foundations
نویسندگان
چکیده
منابع مشابه
Soil–structure reliability of offshore wind turbine monopile foundations
An overview of offshore wind turbine (OWT) foundations is presented, focusing primarily on the monopile foundation. The uncertainty in offshore soil conditions as well as random wind and wave loading is currently treated with a deterministic design procedure, though some standards allow engineers to use a probability-based approach. Laterally loaded monopile foundations are typically designed u...
متن کاملSoil-Structure Modeling and Design Considerations for Offshore Wind Turbine Monopile Foundations
The contribution of foundation damping to offshore wind turbines (OWTs) is not well known, though researchers have back-calculated foundation damping from “rotor-stop” tests after estimating aerodynamic, hydrodynamic, and structural damping with numerical models. Because design guidelines do not currently recommend methods for determining foundation damping, it is typically neglected. This pape...
متن کاملReliability analysis of monopile offshore wind turbine support structures
We probe the reliability of monopile support structures designed to support industrial scale turbines along the coastal United States using stochastic models for the wind and wave loadings, and representations of the uncertainty associated with soil properties. The turbine support structure investigated is that promulgated by the National Renewable Energy Laboratory as typical of a monopile sup...
متن کاملAdhesive bonding of composites
provision of large, stress-bearing area excellent fatigue strength good shock absorption reduced galvanic corrosion no need to have access to far-side of adherend to make joint bonding is possible on dissimilar materials provision of smooth contours and sections around joint areas sealing improved damping which increases structural stiffness reduction in distortion and metal...
متن کاملCurrent and wave effects around windfarm monopile foundations
Laboratory measurements were undertaken to investigate wave and current velocities in the vicinity of a wind turbine monopile foundation, in order to inform environmental impact assessments and to quantify flow variability in the region of the power take off cable. Flow measurements were made up to 15.5 pile diameters (D) downstream of the pile. Measurements were also taken around the perimeter...
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ژورنال
عنوان ژورنال: Applied Adhesion Science
سال: 2015
ISSN: 2196-4351
DOI: 10.1186/s40563-015-0043-3