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Design and experimental validation of 328 ft (100 m) tall wind turbine towers utilizing high strength and ultra-high performance concrete.

机译:使用高强度和超高性能混凝土的328英尺(100 m)高风力涡轮机塔架的设计和实验验证。

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摘要

With today's global capacity exceeding 280 GW, windpower has proven to be a formidable source of renewable energy worldwide. In order to keep pace with the growing demand, the wind industry will need to overcome challenges associated with low alternative energy costs without depending upon any form of government subsidy. A major research effort has been focused on reducing the capital, production, and maintenance costs through the use of taller wind turbine towers. Today's turbines often consist of 262 ft (80 m) steel towers. As taller towers become more desirable, material and transportation costs associated with steel tower designs grow significantly. The increase from 262 ft (80 m) to 328 ft (100 m), allows turbines to access the improved wind conditions that exist at higher elevations.;A new tower concept has been developed using Ultra-High Performance Concrete (UHPC) and other high strength concrete materials that would allow taller wind turbine towers to be transported to wind farm sites easily within the current transportation limitations. Three tower designs, consisting of precast UHPC and high strength concrete segments, have been completed for potential field implementation. By utilizing different combinations of these materials, each design offers unique benefits related to costs, tower weight, connection design, etc.;In order to verify the design of each of the three towers, experimental testing was completed using full-scale precast components. Each was found to be the most critical tower component at the governing load case thorough the use of a finite element modeling. The tests provided insight into the performance of the various panel, and precast connection designs specifically developed for each wind turbine tower. By assessing the performance at both the operational and extreme limit states, it was concluded that each specimen responded exceptionally well. In addition to verifying the capacity of each tower, observations made during construction offered insight into future construction practices. Using the results of these tests, appropriate modifications were made to the design making it suitable for full-scale implementation in the wind industry.
机译:随着当今全球容量超过280吉瓦,风电已被证明是全球范围内强大的可再生能源。为了跟上不断增长的需求,风能行业将需要克服与低替代能源成本相关的挑战,而无需依赖任何形式的政府补贴。一项主要的研究工作集中在通过使用较高的风力涡轮机塔架来减少资金,生产和维护成本上。当今的涡轮机通常由262英尺(80 m)的钢塔组成。随着更高的塔架变得越来越受欢迎,与钢塔架设计相关的材料和运输成本显着增加。从262英尺(80 m)增加到328英尺(100 m),使涡轮机能够利用较高海拔条件下改善的风况。;已使用超高性能混凝土(UHPC)和其他技术开发了新的塔架概念高强度混凝土材料,可以在目前的运输限制内轻松将更高的风力涡轮机塔架运输到风电场。已经完成了三座塔的设计,包括预制的UHPC和高强度混凝土部分,以实现潜在的现场应用。通过利用这些材料的不同组合,每种设计都具有与成本,塔架重量,连接设计等相关的独特优势;为了验证三座塔架中的每座塔架的设计,使用了完整的预制组件来完成实验测试。通过使用有限元建模,发现每个部件都是控制载荷工况下最关键的塔式部件。这些测试提供了对各种面板性能的洞察力,以及为每个风力涡轮机塔架专门开发的预制连接设计。通过评估操作状态和极限状态下的性能,可以得出结论,每个样本的响应都非常好。除了验证每座塔的容量之外,在施工期间进行的观察还可以洞悉未来的施工实践。利用这些测试的结果,对设计进行了适当的修改,使其适合于风能行业的全面实施。

著录项

  • 作者

    Schmitz, Grant M.;

  • 作者单位

    Iowa State University.;

  • 授予单位 Iowa State University.;
  • 学科 Engineering Civil.;Alternative Energy.
  • 学位 M.S.
  • 年度 2013
  • 页码 209 p.
  • 总页数 209
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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