Experimental Study on Shear Behavior of a UHPC Connection Between Adjacent Precast Prestressed Concrete Voided Beams
Publication: Journal of Bridge Engineering
Volume 25, Issue 12
Abstract
A partial-depth, diamond-shaped, ultra-high performance concrete (UHPC) connection with embedded transverse reinforcement between adjacent precast prestressed concrete voided beams (APPCVBs) has been developed by the Federal Highway Administration (FHWA) to overcome the disadvantages of longitudinal cracks within the connections. In this study, the shear behavior of 14 spliced panel specimens with the FHWA developed UHPC connection will be experimentally investigated. One monolithic specimen will be tested as a reference. The test parameters include surface preparation, the compressive strength of the filling concrete, lateral reinforcement details, and the lateral reinforcement diameter. The shear behavior will be evaluated from cracking patterns, failure modes, load–deflection responses, and ultimate load capacity. Formulas will be derived based on the elastic beam theory coupled with the dowel effect of transverse reinforcement. The derived formulas could generally predict the shear strength of the spliced panel specimens with the FHWA developed UHPC connection.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The research presented was sponsored by the National Natural Science Foundation of China (51778150) and the National Natural Science Foundation of China (51808133), Natural Science Foundation of Guangdong Province in China (2016A030313699), Guangzhou Municipal Science and Technology Project China (201804010422).
References
AASHTO. 2013. AASHTO LRFD bridge design specification. 6th ed. Washington, DC: AASHTO.
Chen, G., Z. Fang, S. Wang, H. Jiang, and H. Liang. 2019. “Numerical analysis on shear behavior of joints under low confining and eccentric loads.” Adv. Civ. Eng. 2019: 4589824. https://doi.org/10.1155/2019/4589824.
Chen, J., and J. Liu. 2012. “Analysis on disease of hinge joint in precast concrete hollow slab.” Mod. Transp. Technol. 9 (6): 52–55.
Chinese Code. 2018. Specifications for design of highway reinforced concrete and prestressed concrete bridges and culverts. JTG3362-2018. [In Chinese.] Beijing: Ministry of Transport of the People’s Republic of China.
Dulacska, H. 1972. “Dowel action of reinforcement crossing cracks in concrete.” J. Proc. 69 (12): 754–757.
Graybeal, B. A. 2006. Material property characterization of ultra-high performance concrete. Washington, DC: Federal Highway Administration. Office of Infrastructure Research and Development.
Graybeal, B. A. 2014a. Design and construction of field-cast UHPC connections. Washington, DC: Federal Highway Administration.
Graybeal, B. A. 2014b. “Ultra-high-performance concrete connections for precast concrete bridge decks.” PCI J. 59 (4): 48–62. https://doi.org/10.15554/pcij.09012014.48.62.
Graybeal, B. A., and J. Yuan. 2014. Bond behavior of reinforcing steel in ultra-high performance concrete. Washington, DC: Federal Highway Administration. Office of Infrastructure Research and Development.
Greuel, A., T. M. Baseheart, B. T. Rogers, R. A. Miller, and B. M. Shahrooz. 2000. “Evaluation of a high performance concrete box girder bridge.” PCI J. 45 (6): 60–71. https://doi.org/10.15554/pcij.11012000.60.71.
Guo, Z. 1997. Strength and deformation of concrete-experimental foundation and constitutive relation. Beijing: Tsinghua University Press.
Haber, Z. B., and B. A. Graybeal. 2018a. Performance of grouted connections for prefabricated bridge deck elements. Washington, DC: Federal Highway Administration. Office of Infrastructure Research and Development.
Haber, Z. B., and B. A. Graybeal. 2018b. “Lap-spliced rebar connections with UHPC closures.” J. Bridge Eng. 23 (6): 04018028. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001239.
Hanna, K. E., G. Morcous, and M. K. Tadros. 2009. “Transverse post-tensioning design and detailing of precast, prestressed concrete adjacent-box-girder bridges.” PCI J. 54 (4): 159–174. https://doi.org/10.15554/pcij.09012009.159.174.
Hussein, H. H., S. M. Sargand, F. T. Al Rikabi, and E. P. Steinberg. 2017a. “Laboratory evaluation of ultrahigh-performance concrete shear key for prestressed adjacent precast concrete box girder bridges.” J. Bridge Eng. 22 (2): 04016113. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000987.
Hussein, H. H., S. M. Sargand, and E. P. Steinberg. 2018. “Shape optimization of UHPC shear keys for precast, prestressed, adjacent box-girder bridges.” J. Bridge Eng. 23 (4): 04018009. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001220.
Hussein, H. H., K. K. Walsh, S. M. Sargand, F. T. Al Rikabi, and E. P. Steinberg. 2017b. “Modeling the shear connection in adjacent box-beam bridges with ultrahigh-performance concrete joints. I: Model calibration and validation.” J. Bridge Eng. 22 (8): 04017043. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001070.
Issa, M. A., C. L. Ribeiro do Valle, H. A. Abdalla, S. Islam, and M. A. Issa. 2003. “Performance of transverse joint grout materials in full-depth precast concrete bridge deck systems.” PCI J. 48 (4): 92–103. https://doi.org/10.15554/pcij.07012003.92.103.
Lall, J., S. Alampalli, and E. F. DiCocco. 1998. “Performance of full-depth shear keys in adjacent prestressed box beam bridges.” PCI J. 43 (2): 72–79. https://doi.org/10.15554/pcij.03011998.72.79.
Liu, N., and Y. Yang. 2016. “Analysis and optimization design method of diseases of hinged plate bridge.” J. Highway Transp. Res. Dev. 33 (2): 73–81.
Perry, V. H., and P. Mathew Royce. 2010. “Innovative field-cast UHPC joints for precast bridge decks (side-by-side deck bulb-tees), village of Lyons, New York: Design, prototyping, testing and construction.” In Proc., 3rd Int. fib Congress Incorporating the PCI Annual Convention and Bridge Conf., 1054–1066. https://doi.org/10.1002/9781118557839.ch28.
Perry, V. H., and P. J. Seibert. 2008. “The use of UHPFRC (Ductal®) for bridges in North America: The technology, applications and challenges facing commercialization.” In Proc., 2nd Int. Symp. on Ultra High Performance Concrete, 815–822. Kassel, Germany: Univ. of Kassel.
Ronanki, V. S., S. Aaleti, and D. B. Valentim. 2018. “Experimental investigation of bond behavior of mild steel reinforcement in UHPC.” Eng. Struct. 176: 707–718. https://doi.org/10.1016/j.engstruct.2018.09.031.
Russell, H. G. 2009. Adjacent precast concrete box beam bridges: Connection details. Washington, DC: Transportation Research Board.
Russell, H. G. 2011. “Adjacent precast concrete Box-beam bridges: State of the practice.” PCI J. 56 (1): 75–91. https://doi.org/10.15554/pcij.01012011.75.91.
Russell, H. G., and B. A. Graybeal. 2013. Ultra-high performance concrete: A state-of-the-art report for the bridge community. Washington, DC: Federal Highway Administration. Office of Infrastructure Research and Development.
Sargand, S. M., K. K. Walsh, H. H. Hussein, F. T. Al Rikabi, and E. P. Steinberg. 2017. “Modeling the shear connection in adjacent box-beam bridges with ultrahigh-performance concrete joints. II: Load transfer mechanism.” J. Bridge Eng. 22 (8): 04017044. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001071.
Semendary, A. A., W. Hamid, I. Khoury, E. P. Steinberg, and K. K. Walsh. 2019. “Experimental investigation of direct bond performance of high-strength concrete and ultrahigh-performance concrete connections.” J. Mater. Civ. Eng. 31 (9): 04019171. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002800.
Shah, B. N., C. Lam, K. M. Sennah, S. Tu, and M. R. Kianoush. 2006. “Flange-to-flange moment connections for precast concrete deck bulb-tee bridge girders.” PCI J. 51 (6): 86–107. https://doi.org/10.15554/pcij.11012006.86.107.
Shahaway, M. E. 1990. “Feasibility study of transversely prestressed double-Tee bridges.” PCI J. 35 (5): 56–69. https://doi.org/10.15554/pcij.09011990.56.69.
Shi, C., Z. Wu, J. Xiao, D. Wang, Z. Huang, and Z. Fang. 2015. “A review on ultra high performance concrete: Part I. Raw materials and mixture design.” Constr. Build. Mater. 101: 741–751. https://doi.org/10.1016/j.conbuildmat.2015.10.088.
Steinberg, E., A. Semendary, and K. Walsh. 2015. “Adjacent precast box-beam bridges using UHPC longitudinal joints.” Constr. Specifier 68 (8): 28–42.
Sun, X. F., X. S. Fang, and L. T. Guan. 2015. Mechanics of materials. [In Chinese.] Beijing: Higher Education Press.
Tazarv, M., M. Mingo, and N. Wehbe. 2019. “System performance of a precast bridge incorporating full-depth deck panels and prestressed inverted bulb-Tee girders.” J. Bridge Eng. 24 (6): 04019049. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001426.
Wang, D., C. Shi, Z. Wu, J. Xiao, Z. Huang, and Z. Fang. 2015. “A review on ultra high performance concrete: Part II. Hydration, microstructure and properties.” Constr. Build. Mater. 96: 368–377. https://doi.org/10.1016/j.conbuildmat.2015.08.095.
Wang, Q., Q. Wu, and B. Chen. 2014. “Experimental study on failure mode of hinged joint in assembly voided slab bridge.” Eng. Mech. 31: 115–120.
Wu, X. G., Y. J. Li, Y. X. Shi, and Q. Y. Deng. 2019. “Damage assessment method for hinged joint of fabricated hollow slab girder bridge.” [In Chinese.] J. Shenyang Jianzhu Univ. 35 (4): 637–644.
Yuan, J., and B. Graybeal. 2016. “Full-scale testing of shear key details for precast concrete box-beam bridges.” J. Bridge Eng. 21 (9): 04016043. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000906.
Yuan, J., B. A. Graybeal, and K. Zmetra. 2018. Adjacent box beam connections: Performance and optimization. Washington, DC: Federal Highway Administration. Office of Infrastructure Research and Development.
Zhou, Z., and P. Qiao. 2018. “Bond behavior of epoxy-coated rebar in ultra-high performance concrete.” Constr. Build. Mater. 182: 406–417. https://doi.org/10.1016/j.conbuildmat.2018.06.113.
Information & Authors
Information
Published In
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Oct 28, 2019
Accepted: Jul 15, 2020
Published online: Oct 8, 2020
Published in print: Dec 1, 2020
Discussion open until: Mar 8, 2021
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.