风力发电机组装配式预应力混凝土塔筒疲劳承载力分析

头部文案

发布时间：2020-01-06 00:00:00

全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊（光盘版）全文收录期刊

华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊



风力发电机组装配式预应力混凝土塔筒疲劳承载力分析

Fatigue capacity analysis of assembled prestressed concrete tower of wind turbine

2024年第10期

风力发电机组装配式预应力混凝土塔筒；疲劳；S-N曲线；混凝土强度等级；壁厚

Assembled prestressed concrete tower of wind turbine; Fatigue; S-N curve; Concrete strength grade; Thickness of tower wall

2024年第10期

10.19761/j.1000-4637.2024.10.064.04

上海市促进产业高质量发展专项项目（ZB-ZBST-01-23-0324）。

张后禅，张祥

上海电气研砼（木垒）建筑科技有限公司，上海 200021

张后禅，张祥

张后禅,张祥.风力发电机组装配式预应力混凝土塔筒疲劳承载力分析[J].混凝土与水泥制品,2024(10):64-67.

ZHANG H C,ZHANG X.Fatigue capacity analysis of assembled prestressed concrete tower of wind turbine[J].China Concrete and Cement Products,2024(10):64-67.

浏览量:

1000

摘要：在设计使用年限内，风力发电机组装配式预应力混凝土塔筒的疲劳问题非常突出，尤其在塔筒1/2高度以上区域。国内标准的疲劳验算公式是基于等幅疲劳2×106次的试验研究结果，而风力发电机组混凝土塔筒的疲劳次数在3×108以上，故国内标准不适用风电机组混凝土塔筒的疲劳验算。而欧标Fib Model Code for Concrete Structures 2010（FIB规范）采用基于S-N曲线的Palmgren-Miner累积损伤方法进行混凝土疲劳验算，可以解决高次数的疲劳问题。介绍了FIB规范中混凝土塔筒常用的Ⅲ级和Ⅳ级设计方法，通过具体案例分析了混凝土塔筒疲劳承载力的影响因素。结果表明：提高混凝土强度等级和加大塔筒壁厚，可以有效提高塔筒的疲劳承载力。可为风力发电机组装配式预应力混凝土塔筒实际设计提供参考。 Abstract: During the design life, the fatigue of assembled prestressed concrete tower of wind turbine is very prominent, especially in the above 1/2 height of the tower. The fatigue checking formulas of domestic standards are based on the experimental results of 2×106 times of constant amplitude fatigue, and the fatigue times of the concrete tower of wind turbine are more than 3×108 , therefore the domestic standards are not applicable to the fatigue checking of the concrete tower of wind turbine. The fatigue checking method of Fib Model Code for Concrete Structures 2010(FIB specification) is based on Palmgren-Miner cumulative damage method and S-N curve, which can solve the high frequency fatigue problem. The commonly used Ⅲ level and Ⅳ level design method of concrete tower were introduced, and the influencing factors of fatigue capacity of concrete tower through examples were analyzed. The results show that increasing the concrete strength and increasing the thickness of tower wall can effectively improve the fatigue capacity. It can provide reference for the actual design of assembled prestressed concrete tower of wind turbine.

英文名 : Fatigue capacity analysis of assembled prestressed concrete tower of wind turbine

刊期 : 2024年第10期

关键词 : 风力发电机组装配式预应力混凝土塔筒；疲劳；S-N曲线；混凝土强度等级；壁厚

Key words : Assembled prestressed concrete tower of wind turbine; Fatigue; S-N curve; Concrete strength grade; Thickness of tower wall

刊期 : 2024年第10期

DOI : 10.19761/j.1000-4637.2024.10.064.04

文章编号 :

基金项目 : 上海市促进产业高质量发展专项项目（ZB-ZBST-01-23-0324）。

作者 : 张后禅，张祥

单位 : 上海电气研砼（木垒）建筑科技有限公司，上海 200021

张后禅，张祥

张后禅,张祥.风力发电机组装配式预应力混凝土塔筒疲劳承载力分析[J].混凝土与水泥制品,2024(10):64-67.

ZHANG H C,ZHANG X.Fatigue capacity analysis of assembled prestressed concrete tower of wind turbine[J].China Concrete and Cement Products,2024(10):64-67.





摘要

参数

结论

参考文献

引用本文

摘要：在设计使用年限内，风力发电机组装配式预应力混凝土塔筒的疲劳问题非常突出，尤其在塔筒1/2高度以上区域。国内标准的疲劳验算公式是基于等幅疲劳2×10⁶次的试验研究结果，而风力发电机组混凝土塔筒的疲劳次数在3×10⁸以上，故国内标准不适用风电机组混凝土塔筒的疲劳验算。而欧标Fib Model Code for Concrete Structures 2010（FIB规范）采用基于S-N曲线的Palmgren-Miner累积损伤方法进行混凝土疲劳验算，可以解决高次数的疲劳问题。介绍了FIB规范中混凝土塔筒常用的Ⅲ级和Ⅳ级设计方法，通过具体案例分析了混凝土塔筒疲劳承载力的影响因素。结果表明：提高混凝土强度等级和加大塔筒壁厚，可以有效提高塔筒的疲劳承载力。可为风力发电机组装配式预应力混凝土塔筒实际设计提供参考。

Abstract: During the design life, the fatigue of assembled prestressed concrete tower of wind turbine is very prominent, especially in the above 1/2 height of the tower. The fatigue checking formulas of domestic standards are based on the experimental results of 2×10⁶ times of constant amplitude fatigue, and the fatigue times of the concrete tower of wind turbine are more than 3×10⁸ , therefore the domestic standards are not applicable to the fatigue checking of the concrete tower of wind turbine. The fatigue checking method of Fib Model Code for Concrete Structures 2010(FIB specification) is based on Palmgren-Miner cumulative damage method and S-N curve, which can solve the high frequency fatigue problem. The commonly used Ⅲ level and Ⅳ level design method of concrete tower were introduced, and the influencing factors of fatigue capacity of concrete tower through examples were analyzed. The results show that increasing the concrete strength and increasing the thickness of tower wall can effectively improve the fatigue capacity. It can provide reference for the actual design of assembled prestressed concrete tower of wind turbine.

扫二维码用手机看

[1] HANSEN M O L.Aerodynamics of wind turbines[M].3rd edition.New York:Routledge,2015.
[2] 刘胜祥.海上风力发电机组塔架在风波联合作用下的动力分析及疲劳分析[D].广州:广东工业大学,2008.
[3] 张曼生,张国军,黄威振,等.预应力装配式高耸风电塔架受力性能研究[J].建筑结构学报,2022,43(5):62-78.
[4] 张学森,吴香国,李丹,等.额定风速下装配式UHPC风电塔筒静力与疲劳性能[J].可再生能源,2022,40(8):1066-1072.
[5] 甄治国.疲劳荷载作用下混凝土损伤力学特征试验研究[J].混凝土与水泥制品,2023(6):16-20.
[6] 封喜波,司文静.高强钢筋混凝土梁疲劳抗弯刚度试验研究[J].混凝土与水泥制品,2019(2):40-43.
[7] 田华轩,陈徐东,陈晨,等.基于耗散能理论的橡胶自密实混凝土疲劳力学性能研究[J].混凝土与水泥制品,2021(6):19-24.
[8] VELDKAMP D.A probabilistic evaluation of wind turbine fatigue design rules[J].Wind Energy,2008,11(6):655-672.
[9] 余智,张凤亮,熊海贝.基于线性累计损伤理论的预应力混凝土风电塔架疲劳可靠性及剩余寿命研究[J].武汉大学学报(工学版),2016,49(5):756-762.
[10] 王永玲.风力发电机塔架优化设计与疲劳分析[D].大连:大连理工大学,2012.
[11] 时文浩.钢-混凝土组合风机塔风致疲劳可靠度研究[D].西安:西安建筑科技大学,2022.
[12] 曹冰.基于GH-Bladed软件的预应力混凝土风电塔筒疲劳分析[D].大连:大连理工大学,2017.
[13] TAERWE L.Fib model code for concrete structures 2010[S].Berlin:Wilhelm Ernst and Sohn,2013.
[14] DNVGL.Marine operations:GL DNV-OS-H101[S].Germany:Offshore Standard Publishing,2011.
[15] AENOR.Eurocode 2.Design of concrete structures—Part 1-1:General rules and rules for buildings:EN 1992-1-1[S].Brussels:European Committee for Standardization,2004.
[16] ACI.Considerations for design of concrete structures subjected to fatigue loading:PRC-215-92[S].Michigan:ACI,1997.
[17] 周瑞权.风电机组钢-混凝土组合塔筒结构设计[J].风能,2022(1):62-67.
[18] 中国电力企业联合会.风力发电机组预应力装配式混凝土塔筒技术规范:T/CEC 5008—2018[S].北京:中国电力出版社,2018.
[19] 国家能源局.风电机组混凝土-钢混合塔筒设计规范:NB/T 10907—2021[S].北京:中国水利水电出版社,2022.
[20] 中华人民共和国住房和城乡建设部.混凝土结构设计规范(2015年版):GB 50010—2010[S].北京:中国建筑工业出版社,2015.
[21] 中华人民共和国住房和城乡建设部.无粘结预应力混凝土结构技术规程:JGJ 92—2016[S].北京:中国建筑工业出版社,2016.

上一个

机制砂UHPC的性能及其在风电塔筒管片中的应用研究

下一个

环段吊装方案对风电混塔管片变形的影响分析

头部文案

风力发电机组装配式预应力混凝土塔筒疲劳承载力分析

相关文件