Research on Bearing Capacity of Grouted Connections under Axial Compression Loads

被引：0

作者：

Wang, Guoqing ^{[1
]}

Chen, Feng ^{[1
]}

Wang, Zhenyu ^{[1
]}

Zhang, Yi ^{[1
]}

机构：

[1] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Zhejiang, Peoples R China

来源：

CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2 | 2013年 / 438-439卷

关键词：

offshore wind turbine; grouted connection; bearing capacity; shear key; test;

D O I：

10.4028/www.scientific.net/AMM.438-439.514

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An axial compression test was conducted to study the bearing capacity of the grouted connection with shear keys, and the curve of axial load vs displacement was got. Based on the experiment results, the crack distribution and damage zone of the cement grout is analyzed. With a proper design of the shear keys, grouting material and pipe structure, the grouted connection can achieve a good bearing capacity and ductility. A simplified finite element model was also set up to simulate the local behavior of the grouted connection. And, the numerical result is verified with the experiment phenomenon. This study can be a reference for the design of grouted connection.

引用

页码：514 / 518

页数：5

共 8 条

[1]

[Anonymous], 2007, Recommended Practice for Planning, Designing and Constructing Fixed Offshore Plattforms - Working Stress Design

[2]

DNV, 2011, Design of Offshore Wind Turbine Structures DNV-OS-J101

[3]

Global Wind Energy Council (GWEC), 2012, GLOB WIND REP 2012

[4]

Han R.L., 2011, STRUCTURAL ENG, V27, P149

[5]

HSE, 2001, PIL SLEEV CONN

[6] Structural mechanics for design of grouted connections in monopile wind turbine structures [J].

Lotsberg, Inge .

MARINE STRUCTURES, 2013, 32 :113-135

[7]

Schaumann P., 2010, FATIGUE DESIGN AXIAL, P2047

[8]

Wiersma Frank, 2012, OFFSHORE WIND ENERGY

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