@inproceedings{878bcefd85db4c95b49a26564c0efcfd,
title = "Structural performance of prestressed grouted pile-to-sleeve connections",
abstract = "This paper summarizes the recent development in grouted pile-to-sleeve connections that have been widely used in offshore structures, wind turbine towers and building structures. Parameters affecting the performance of prestressed grouted pile-to-sleeve connection are also discussed according to the test results. Different failure modes with different configurations are compared. The mechanical properties of the connection under axial load, combined loads and cycling load are presented. Relevant design equations proposed by different organizations are also given in this paper. Finally, the possibility of prestressed grouted pile-to-sleeve connection used as a new energy dissipative brace is also presented.",
keywords = "Failure mode, Grouted pile-to-sleeve connection, Structural performance",
author = "Jiang, {S. C.} and Z. Wang and Zhao, {X. L.}",
year = "2011",
doi = "10.1016/j.proeng.2011.07.037",
language = "English",
series = "Procedia Engineering",
publisher = "Elsevier BV",
pages = "304--311",
editor = "Lam, {Heung Fai}",
booktitle = "Proceedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC12)",
address = "Netherlands",
note = "East Asia-Pacific Conference on Structural Engineering and Construction 2011 ; Conference date: 26-01-2011 Through 28-01-2011",
}