Push-Out Test on Shear Connectors Embedded in UHPC-Reference-Cited by-同舟云学术

Push-Out Test on Shear Connectors Embedded in UHPC

Published:2013-08 Issue: Volume:351-352 Page:50-54
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Kim Jee Sang¹^ORCID,Park Sang Hyeok¹,Joh Chang Bin²,Kwark Jong D.K.²,Choi Eun Suk²

Affiliation:

1. Seokyeong University

2. Korea Institute of Construction Technology

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.351-352.50.pdf

Reference8 articles.

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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).

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).

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).

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).

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