Technical Papers
Jan 20, 2021

Experimental Investigation of Surface Preparation on Normal and Ultrahigh-Performance Concrete Interface Behavior

Publication: Journal of Bridge Engineering
Volume 26, Issue 4

Abstract

Many bridges in the United States are classified as structurally deficient and many others are nearing the end of their design service life, necessitating robust and durable bridge rehabilitation methodologies. States’ department of transport have recently developed innovative solutions for accelerated bridge construction using Ultrahigh Performance Concrete (UHPC) as grout material between prefabricated bridge components or as an overlay over existing bridge decks to increase their service life. The normal strength concrete (NSC)-UHPC interface behavior is critical in determining the overall performance of such NSC-UHPC composites. In this study, an experimental investigation was performed to quantify the effect of surface preparation and interface reinforcement on NSC-UHPC interface performance. The results from this study were compared with the current design guidelines for estimating interface shear capacity. In general, it can be concluded that increasing roughness depth and reinforcement area has a positive effect in interface shear capacity.

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Acknowledgments

The study reported in this paper is supported by the National Science Foundation through the Engineering for Natural Hazards (ENH) program (Grant No. 1662963). Any opinions, findings, and conclusions expressed in this paper are those of the authors, and do not necessarily represent those of the sponsor. The authors would like to thank the reviewers for their insightful comments, which helped to improve the paper. The authors would also like to acknowledge help received from Collin Sewell during specimen fabrication and test setup in the Large Scale Structures Lab at University of Alabama. The authors are thankful to Dr. Ali A. Semendary for his valuable inputs in preparation of the manuscript. In addition, the authors are thankful to Brian Muni from the University of Central Florida for his help during some of the experimental activities as part of Research Experience for Undergraduates (REU) program.

References

Aaleti, S., and S. Sritharan. 2014. “Design of ultrahigh-performance concrete waffle deck for accelerated bridge construction.” Transp. Res. Rec. 2406 (1): 12–22. https://doi.org/10.3141/2406-02.
Aaleti, S., and S. Sritharan. 2019. “Quantifying bonding characteristics between UHPC and normal-strength concrete for bridge deck application.” J. Bridge Eng. 24 (6): 04019041. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001404.
AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.
ACI (American Concrete Institute). 2014. Building code requirements for structural concrete and commentary. ACI 318-14. Farmington Hills, MI: ACI.
ASCE. 2017. “Bridges, 2017 Infrastructure report card.” Accessed October 10, 2019. https://www.infrastructurereportcard.org/wp-content/uploads/2017/01/Bridges-Final.pdf.
ASTM. 2013. Standard test methods for tension testing of metallic materials. ASTM E8. West Conshohocken, PA: ASTM.
ASTM. 2020. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39. West Conshohocken, PA: ASTM.
Banta, T. E. 2005. “Horizontal shear transfer between ultra high performance concrete and lightweight concrete.” M.S. thesis, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ.
Berger, R. 1983. “Full-Depth modular precast, prestressed bridge decks.” Transp. Res. Rec. 903: 52–59.
Birkeland, P. W., and H. W. Birkeland. 1966. “Connection in precast concrete connections.” J. Am. Concr. Inst. 63 (3): 345–368.
Crane, C. K. 2010. “Shear and shear friction of ultra-high performance concrete bridge girders.” Ph.D. thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology.
FHWA (Federal Highway Administration). 2011. Bridge preservation guide. Mclean, VA: FHWA.
FHWA (Federal Highway Administration). 2013. Ultra-high performance concrete: A state-of-the-art report for the bridge community. Mclean, VA: FHWA.
Graybeal, B., and M. Davis. 2008. “Cylinder or cube: Strength testing of 80 to 200 MPa (11.6 to 29 ksi) ultra-high-performance fiber-reinforced concrete.” ACI Mater. J. 105 (6): 603.
Harris, K. A., Z. Gabriel, and S. Bahram. 2013. “Toward an improved understanding of shear-friction behavior.” ACI Struct. J. 109 (6): 835–897.
Hofbeck, J. A., I. O. Ibrahim, and A. H. Mattock. 1969. “Shear transfer in reinforced concrete.” ACI J. Proc. 66 (2): 119–128.
Jang, H.-O., H.-S. Lee, K. Cho, and J. Kim. 2017. “Experimental study on shear performance of plain construction joints integrated with ultra-high performance concrete (UHPC).” Constr. Build. Mater. 152: 16–23. https://doi.org/10.1016/j.conbuildmat.2017.06.156.
Mast, R. F. 1968. “Auxiliary reinforcement in concrete connections.” J. Struct. Div. 94 (6): 1485–1504.
Munoz, M. A., D. K. Harris, T. M. Ahlborn, and D. C. Froster. 2014. “Bond performance between ultrahigh-performance concrete and normal-strength concrete.” J. Mater. Civ. Eng. 26 (8): 04014031. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000890.
PCI (Precast/Prestressed Concrete Institute). 2010. PCI design handbook. Chicago, IL: PCI.
Ronanki, V. S., S. Aaleti, and J. P. Binard. 2019. “Long-span hybrid precast concrete bridge girder using ultra-high performance concrete and normal weight concrete.” PCI J. 64 (6): 45–61. https://doi.org/10.15554/pcij64.6-02.
Santos, P. M., and E. N. Julio. 2014. “Interface shear transfer on composite concrete members.” Struct. J. 111 (1): 113–122.
Sarkar, J. 2010. “Characterization of the bond strength between ultra high performance concrete bridge deck overlays and concrete substrates.” M.S. thesis, Civil and Environmental Engineering, Michigan Technological Univ.
Sharma, S., S. Aaleti, and T. N. Dao. 2019. “An experimental and statistical study of normal strength concrete (NSC) to ultra high performance concrete (UHPC) interface shear behavior.” In Proc., 2nd Int. Interactive Symp. on UHPC, 1–11. Ames, IA: Iowa State University Digital Press.
Silfwerbrand, J. 2017. “Bonded concrete overlays.” Concr. Int. 39 (5): 31–36.
Sneed, L. H., S. Wermager, and K. Krc. 2016. Interface shear transfer of lightweight aggregate concretes with different lightweight aggregates. Chicago, IL: Precast/Prestressed Concrete Institute.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 26Issue 4April 2021

History

Received: Nov 2, 2019
Accepted: Oct 28, 2020
Published online: Jan 20, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 20, 2021

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Authors

Affiliations

Sumedh Sharma [email protected]
Graduate Student, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama, 2024 SERC Building, Tuscaloosa, AL 35401. Email: [email protected]
Vidya Sagar Ronanki [email protected]
Bridge Engineer, TY Lin International, 12011 Bel-Red Rd #203, Bellevue, WA 98005. Email: [email protected]
Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, 2037 C SERC Building, Tuscaloosa, AL 35401 (corresponding author). ORCID: https://orcid.org/0000-0002-8738-454X. Email: [email protected]
Pinar Okumus, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, 222 Ketter Hall, Buffalo, NY 14260. Email: [email protected]

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