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漂浮式风力机张力腿平台“拟静力”结构强度分析

詹培 叶舟 吴中旺 李春

水资源与水工程学报2017,Vol.28Issue(2):178-184,7.
水资源与水工程学报2017,Vol.28Issue(2):178-184,7.DOI:10.11705/j.issn.1672-643X.2017.02.31

漂浮式风力机张力腿平台“拟静力”结构强度分析

Quasi-static and structural strength analysis of tension leg platform for floating wind turbine

詹培 1叶舟 1吴中旺 2李春1

作者信息

  • 1. 上海理工大学能源与动力工程学院,上海200093
  • 2. 上海市动力工程多相流动与传热重点实验室,上海200093
  • 折叠

摘要

Abstract

Mechanical analysis of tension leg platform (TLP) structure under loads of the external environment is an important research for TLP.Under the combined effects of three types of environment loads in extreme sea conditions of wind,waves and currents,of the structure intensity of TLP was analyzed using ANSYS software as well as quasi-static analysis.Stress concentration areas of platform were improved locally by adding a support plate,and the improved platform was simulated and tested again.The results showed that,structure in the center and top of the column had a large amount of deformation.Stress concentration occurred in the connection area of the top and bottom of the platform and the column.By adding a support plate in the areas with stress concentration,the stress distribution for local area could be significantly improved and the stress concentration can be reduced in stress concentration areas.The research provides references for the structural design of the platform and further optimization.

关键词

海上风力机/张力腿平台/拟静态分析/结构强度

Key words

offshore wind turbine/tension leg platform/quasi-static analysis/structural strength

分类

建筑与水利

引用本文复制引用

詹培,叶舟,吴中旺,李春..漂浮式风力机张力腿平台“拟静力”结构强度分析[J].水资源与水工程学报,2017,28(2):178-184,7.

基金项目

国家自然科学基金项目(51676131) (51676131)

上海市科委项目(13DZ2260900) (13DZ2260900)

水资源与水工程学报

OACSCDCSTPCD

1672-643X

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