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Analysis of Stresses and Strains around a Wind Turbine main part of the report. The scaling procedure is introduced in Chapter1.2.1. The model is a steel plate with a hole in the centre, which represents the steel wind turbine section with a door opening. The dimensions of the plate are determined based on the lab-test sample which are shown in table1.1gure1.2. Dimension Symbol Value Unit
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DNVGL-ST-0126 Support structures for wind turbinesStandard, DNVGL-ST-0126 Edition April 2016 Page 3 DNV GL AS CHANGES CURRENT Changes current General This document supersedes DNV-OS-J101, May 2014. Text affected by the main changes in this edition is highlighted in red colour.
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SEISMIC ANALYSIS OF STEEL WIND TURBINE OWERSThe seismic response of steel monopole wind turbine towers is investigated and their risk is assessed in the Canadian seismic environment. This topic is of concern as wind turbines are increasingly being installed in seismic areas and design codes do not clearly address this aspect of design.
According to EN1991-1-3 §3.2.6, for calculating the structural effects of unequal temperatures in composite concrete-steel structures to EN 1994 the coefficient of linear thermal expansion may be taken as = 10 ×10-6 °K-1, i.e. the same as the coefficient of thermal expansion of concrete.
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