Complicated loading device for pile foundation of wind-driven generator in centrifugal field

RONG Bing; ZHANG Ga; WANG Fu-qiang

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Complicated loading device for pile foundation of wind-driven generator in centrifugal field

更新时间：2026-06-25

- Complicated loading device for pile foundation of wind-driven generator in centrifugal field
- Vol. 32, Issue 5, (2011)
- 作者机构：
  
  清华大学水沙科学与水利水电工程国家重点试验室,北京,100084
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473.1
- Online First：23 September 2011，
  
  Published：2011
- 稿件说明：
移动端阅览
RONG Bing, ZHANG Ga, WANG Fu-qiang. Complicated loading device for pile foundation of wind-driven generator in centrifugal field[J]. 2011, 32(5).
DOI：

RONG Bing, ZHANG Ga, WANG Fu-qiang. Complicated loading device for pile foundation of wind-driven generator in centrifugal field[J]. 2011, 32(5). DOI：

摘要

桩基础是近海风力发电中经常采用的基础形式，承受着包括低频风循环荷载在内的复杂荷载组合。为了采用离心模型试验来研究风机桩基础特性，研制了离心场中风机桩基础复杂加载测试设备。该套设备除了可以施加水平向和竖向静力荷载外，还实现了离心场中长时间低频率的水平循环加载，并能够实现多种荷载同时或者先后施加。通过一系列测试试验，验证了该套设备的有效性，满足离心模型试验中对模拟风机桩基础的复杂荷载要求。初步试验结果表明，桩顶水平位移随着水平荷载循环周数的增加而增大，但增长速率逐渐减小，至一定周数后，桩顶位移趋于稳定，土体变形主要集中在桩周一定区域内

Abstract

Piles are widely used as a foundation for the offshore wind power generation and undergoing a complex combination of loads including the low-frequency cyclic wind loading. A new device has been developed to simulate the complicated loads on the piles during the centrifuge model tests. Apart from the horizontal and vertical static loads

this device can also realize a long-time and low-frequency cyclic load

with a combination of other types of loads that are applied simultaneously or successively. The validity of this device

that it can meet the requirement for simulating the complicated loads that the pile undergoes

is preliminarily verified via a series of tests. The test results show that the displacement of pile top increases with increasing number of cycles of horizontal cyclic loads; but the growth rate gradually decreased with the displacement tending to stabilize after a certain cycles; and the deformation of soils concentrates in a certain region near the pile

关键词

Keywords

references

Views

1631

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of new type of Daubechies wavelet connection coefficient used in computation of pile foundations

Centrifuge modeling of geotextile-reinforced cohesive soil slopes under surface loading

Development of centrifuge model test facility of retaining wall

Test study and numerical analysis of seismic response of pile foundation of bridge at permafrost regions along Qinghai-Tibet Railroad

Experimental study on shear characteristics of mudstone under combined action of stress-dry-wet cycles

Related Author

CHEN Ya-qin

ZHANG Hong-guang

DANG Fa-ning

HU Yun

ZHANG Ga

LIU Wen-xing

LEE C F

SONG Fei

Related Institution

School of Highway, Chang’an University

Institute of Geotechnical Engineering, Xi’an University of Technology

State Key Laboratory of Hydroscience and Engineering, Tsinghua University

State Key Lab of Hydrosciences and Engineering, Tsinghua University

School of Highway Engineering, Chang’an University

AI问答

⁰