Technical Papers
Jul 26, 2016

Experimental Investigation of Corroded Stud Shear Connectors Subjected to Fatigue Loading

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 1

Abstract

An experimental investigation on corroded composite push-out specimens was performed to investigate the behavior of stud shear connectors subjected to fatigue loading. A total of 14 standard push-out specimens were tested under static and fatigue loading. A static push-out test was performed to obtain the ultimate strengths for reference. The expected corrosion rate of test specimens ranged from 0 to 50%. The main purpose of these tests was to determine the fatigue life and the reduction effect of the fatigue life caused by the corrosion. The effect of corrosion on the fatigue crack, load-slip curves, and failure modes were also studied. The test results were also compared with current Eurocode design predictions, which are only for a specimen without corrosion. The suitability of the Eurocode design equation for fatigue life of corroded composite push-out specimens was evaluated.

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Acknowledgments

The research work described in this paper was supported by a project from the Science and Technology Department of Zhejiang Province (2015C33005), National Natural Science Foundation of China (51378312), and Project (GDDCE 15-12) supported by Guangdong Provincial Key Laboratory of Durability for Civil Engineering, Shenzhen University.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 1January 2017

History

Received: Feb 24, 2016
Accepted: May 13, 2016
Published online: Jul 26, 2016
Discussion open until: Dec 26, 2016
Published in print: Jan 1, 2017

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Authors

Affiliations

Wei-lun Wang
Professor, Guangdong Provincial Key Laboratory of Durability for Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.
Associate Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). E-mail: [email protected]
Wei-liang Jin
Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

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