Push-Out Test on Shear Connectors Embedded in UHPC

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Abstract:

The various push-out tests have been performed to investigate the load carrying capacity and ultimate behavior of headed studs in UHPC (Ultra High Performance Concrete), which has high compressive and tensile strength as well as high durability compared to ordinary concrete. The test program included the studs with a diameter of 16mm and 22mm for various aspect ratios (height to depth ratio of a stud) and cover depths. This paper presents the main results of the experimental investigations.

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50-54

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chung, C.H., Lee, H.S., Park, J.M., Kim, Y.H., A New Perfobond Shear Connector for Composite Action, KSCE Journal of Civil Engineering, vol. 24, No. 3A, pp.525-532. (2004) (in Korean).

Google Scholar

[2] I. Valente, P.J.S. Cruze, J. Hegger, C. Goralski, Experimental Studies on Shear Connection between Steel and Lightweight Concrete using Studs, Eurosteel 2005, Maastricht. (2005).

Google Scholar

[3] J. Hegger, M. Feldmann, S. Rauscher, Oliver Hechler. Load-Deformation Behavior of Shear Connectors in High Strength Concrete Subjected to Static and Fatigue Loading", Proc. IABSE Symposium on Responding to tomorrow, s Challenges in structural engineering, Budapest (2006).

DOI: 10.2749/222137806796185544

Google Scholar

[4] J. Hegger, S. Rauscher, C. Goralski. Push-Out Tests on Headed Studs embedded in UHPC, International Symposium on Ultra High Performance Concrete, Germany (2004).

Google Scholar

[5] Yoo, D.M., Hwang, H.H., Kim, S.T., Park, S.Y., An Experimental Study on the shear connection for UHPC Deck Bridge, Magazine of The Korean Society for Composite Materials, Vol. 24, No. 5A, pp.29-32. (2011) (in Korean).

DOI: 10.7234/kscm.2011.24.5.029

Google Scholar

[6] prEN 1994-1-1, Design of composite steel and concrete structures Part 1. 1 General rules and rules for buildings, Brussels. (2004).

Google Scholar

[7] Korea Institute of Construction Technology, Design Specific Technology for Ultra High Performance Concrete, Report of Korea Institute of Construction Technology, KICT 2010-107, (2010) (in Korean).

Google Scholar

[8] AASHTO LRFD, Bridge Design Specifications, Fifth Ed, American Association of State Highway and Transportation Officials. (2010).

Google Scholar