Field Monitoring and Numerical Analysis of the Reinforced Concrete Foundation of a Large-Scale Wind Turbine

<div>Axial stresses of steel bars in the foundation in Case <span class="nowrap"><svg height="8.39864pt" id="M15" style="vertical-align:-0.04981995pt" version="1.1" viewbox="-0.0498162 -8.34882 12.6264 8.39864" width="12.6264pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M448 453H361L394 608H355L322 453H214L248 608H210L176 453H79L70 395H163L134 259H35L24 201H120L82 27H120L158 201H266L229 27H267L305 201H395L404 259H318L348 395H439L448 453ZM310 395L280 259H173L202 395H310Z"></path></g><g transform="matrix(.013,0,0,-0.013,6.24,0)"><path d="M384 0V27C293 34 287 42 287 114V635C232 613 172 594 109 583V559L157 557C201 555 205 550 205 499V114C205 42 199 34 109 27V0H384Z"></path></g></svg>:</span> (a) at SG-V1 and SG-V2; (b) at SG-V3 and SG-V4; (c) at SG-T1 and SG-T2; (d) at SG-B1 and SG-B2.</div>

Advances in Materials Science and Engineering

fig7

Figure 7

Figure 7: Field Monitoring and Numerical Analysis of the Reinforced Concrete Foundation of a Large-Scale Wind Turbine 