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ENG> Vol.6 No.13, December 2014
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Evaluation of the Shear Strength of Perfobond Rib Connectors in Ultra High Performance Concrete

Abstract Full-Text HTML XML Download Download as PDF (Size:3559KB) PP. 989-999
DOI: 10.4236/eng.2014.613089    3,617 Downloads   4,496 Views   Citations
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Jae Yoon Kang, Jong Sup Park, Woo Tai Jung, Moon Seoung Keum

Affiliation(s)

Structural Engineering Research Division, Korea Institute of Civil Engineering and Building Technology, Goyang, Korea.

ABSTRACT

Since the previous strength prediction models for the perfobond rib connector were proposed based upon the results of push-out tests conducted on concretes with compressive strength below 50 MPa, push-out test is performed on perfobond shear connectors applying ultra high performance concretes with compressive strength higher than 80 MPa to evaluate their shear resistance. The test variables are chosen to be the diameter and number of dowel holes and, the change in the shear strength of the perfobond rib connector is examined with respect to the strength of two types of UHPC: steel fiber-reinforced concrete with compressive strength of 180 MPa and concrete without steel fiber with compressive strength of 80 MPa. The test results reveal that higher concrete strength and larger number of holes increased the shear strength, and that higher increase rate in the shear strength was achieved by the dowel action. The comparison with the predictions obtained by the previous models shows that the experimental results are close to the values given by the model proposed by Oguejiofor and Hosain [1].

KEYWORDS

Perfobond Rib Connector, Ultra High Performance Concrete, Push-Out Test, Shear Strength

Cite this paper

Kang, J. , Park, J. , Jung, W. and Keum, M. (2014) Evaluation of the Shear Strength of Perfobond Rib Connectors in Ultra High Performance Concrete. Engineering, 6, 989-999. doi: 10.4236/eng.2014.613089.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] Ushijima, Y., Hosaka, T., Mitsuki, K., Watanabe, H., Tachibana, Y. and Hiragi, H. (2001) An Experimental Study on Shear Characteristics of Perfobond Strip and Its Rational Strength Equations. Proceedings of the International Symposium on Connections between Steel and Concrete, Stuttgart, 10-12 September 2001, 1066-1075.
[2] Cho, J.R., Park, S.Y., Cho, K., Kim, S.T. and Kim, B.S. (2012) Pull-Out Test and Discrete Spring Model of Fibre-Reinforced Polymer Perfobond Rib Shear Connector. Canadian Journal of Civil Engineering, 39, 1311-1320.
http://dx.doi.org/10.1139/cjce-2011-0573
[3] Oguejiofor, E.C. and Hosain, M.U. (1994) A Parametric Study of Perfobond Rib Shear Connectors. Canadian Journal of Civil Engineering, 21, 614-625.
http://dx.doi.org/10.1139/l94-063
[4] Medberry, S.B. and Shahrooz, B.M. (2002) Perfobond Shear Connector for Composite Construction. Engineering Journal, 39, 2-12.
[5] Verissimo, G.S., Valente, M.I.B., Paes, J.L.R., Cruz, P.J.S. and Fakury, R.H. (2006) Design and Experimental Analysis of a New Shear Connector for Steel and Concrete Composite Structures. Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management, Porto, 16-19 July 2006, 68-72.
[6] Al-Darzi, S.Y.K., Chen, A.R. and Liu, Y.Q. (2007) Finite Element Simulation and Parametric Studies of Perfobond Rib Connector. Iraqi Virtual Science Library (www.ivsl.org). American Journal of Applied Sciences, 4, 122-127.
http://dx.doi.org/10.3844/ajassp.2007.122.127
[7] Ahn, J.H., Lee, C.G., Won, J.H. and Kim, S.H. (2010) Shear Resistance of the Perfobond-Rib Shear Connector Depending on Concrete Strength and Rib Arrangement. Journal of Constructional Steel Research, 66, 1295-1307.
http://dx.doi.org/10.1016/j.jcsr.2010.04.008
[8] An, L. and Cederwall, K. (1996) Push-Out Tests on Studs in High Strength and Normal Strength Concrete. Journal of Constructional Steel Research, 36, 15-29.
http://dx.doi.org/10.1016/0143-974X(94)00036-H
[9] Hegger, J., Gallwoszus, J. and Rauscher, S. (2009) Load-Carrying Behaviour of Connectors under Shear, Tension and Compression in Ultra High Performance Concrete. NSCC2009 Report, RWTH Aachen University, Institute of Structural Concrete, Aachen.

  
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