Research on Bearing Capacity of Grouted Connections under Axial Compression Loads

Guo Qing Wang; Feng Chen; Zhen Yu Wang; Yi Zhang

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

Paper Titles

Non-Destructive Inspection Method and Application Research of Steel Corrosion in Concrete Structures
p.497

Axial Compression Ratio Limit of Regional Confined Concrete Columns
p.501

Finite Element Analysis of Reinforced Concrete Frame Exterior Joints with T-Section Columns
p.505

Calculation on Crack Resistance of Reinforced Concrete Exterior Joints with Special-Shaped Columns
p.510

Research on Bearing Capacity of Grouted Connections under Axial Compression Loads
p.514

Research of Compression Bearing Capacity of Steel Reinforced Concrete Short Column Replaced by C-BAR
p.519

Axial Compression Ratio Limit of L-Shaped Reinforced Concrete Columns with Different Limb Lengths
p.522

Bearing Capacity Analysis of the Cross-Section Steel Reinforced Concrete Column in Different Parameters
p.526

Identification and Evaluation of Steel Structure after Fire
p.530

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Research on Bearing Capacity of Grouted...

Research on Bearing Capacity of Grouted Connections under Axial Compression Loads

Abstract:

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.

You might also be interested in these eBooks

Civil Engineering, Architecture and Sustainable Infrastructure II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

514-518

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.514

Citation:

Cite this paper

Online since:

October 2013

Authors:

Guo Qing Wang, Feng Chen, Zhen Yu Wang, Yi Zhang

Keywords:

Bearing Capacity, Grouted Connection, Offshore Wind Turbine, Shear Key, Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Frank Wiersma, Offshore Wind Energy Introductory Manual, ECOFYS, Utrecht, (2012).

Google Scholar

[2] Inge Lotsberg, Structural mechanics for design of grouted connections in monopole wind turbine structures, Marine Structures, 32 (2013) 113-135.

DOI: 10.1016/j.marstruc.2013.03.001

Google Scholar

[3] R. Han, W. Shi, Y. Zhou, Grout sleeve connection and relevant applications, Structural Engineers, 27 (2011) 149-153.

Google Scholar

[4] Global Wind Energy Council (GWEC), Global wind report 2012, Brussels, (2012).

Google Scholar

[5] Det Norske Veritas (DNV), DNV-OS-J101, Design of offshore wind turbine structures, Det Norske Veritas, Hovik, Norway, (2011).

DOI: 10.3940/rina.mre.2010.01

Google Scholar

[6] American Petroleum Institute (API), recommended practice for planning, designing and constructing fixed off-shore platforms - working stress design, API Publishing Services, Washington D.C., (2000).

DOI: 10.4043/23558-ms

Google Scholar

[7] Health and Security Executives (HSE), pile/sleeve connections. Offshore technology report, HSE Publishing Services, Norwich, (2001).

Google Scholar

[8] P. Schaumann, S. Lochte-Holtgreven, and A. Bechtel, Fatigue Design for Axially Loaded Grouted Connections of Offshore Wind Turbine Support Structures in Deeper Waters. Earth and Space, American Society of Civil Engineers, Hawaii, (2010).

DOI: 10.1061/41096(366)187

Google Scholar