Modeling the Shear Connection in Adjacent Box-Beam Bridges with Ultrahigh-Performance Concrete Joints. I: Model Calibration and Validation
Publication: Journal of Bridge Engineering
Volume 22, Issue 8
Abstract
Recent research on ultrahigh-performance concrete (UHPC) for connection elements in highway bridges indicates an improvement in the performance of the overall bridge superstructure. However, there is limited information on the effect of the material and bond strength of the UHPC on the load transfer mechanism between adjacent box girders. A three-dimensional finite-element (FE) model was developed to study the interface between UHPC and high-strength concrete (HSC) highway bridge connections. The UHPC-HSC interface was modeled using traction-separation, damage initiation criteria, and damage evolution while taking into account adhesion, friction, and the nonlinear material behavior. Material properties were determined directly from laboratory testing, and the interface parameters were identified through model calibration using direct tension test results and friction coefficients reported in the previous work. The model was validated by simulating the laboratory tests conducted at the Federal Highway Administration (FHWA) Turner-Fairbank Highway Research Center (TFHRC), and good agreement between numerical and experimental results was obtained. Finally, numerical simulations of two adjacent box-girder models using the proposed interface parameters and other interface models from past research were compared, and the results highlight the importance of using a high-fidelity model to accurately represent the system behavior.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors thank the Federal Highway Administration (FHWA) Turner-Fairbank Highway Research Center (TFHRC) staff, who played a vital part in this research, including Dr. Benjamin Graybeal and Dr. JiQiu Yuan.
References
AASHTO. (2012). LRFD Bridge design specifications, 6th Ed., Washington, DC.
Abaqus 6.12-3 [Computer software]. Dassault Systèmes SIMULIA, Providence, RI.
ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318R-11, Farmington Hills, MI.
ASTM. (2003). “Standard test method for bond strength of adhesive systems used with concrete as measured by direct tension (withdrawn 2010).” C1404/C1404M-98, West Conshohocken, PA.
ASTM. (2004). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496/C496M-11, West Conshohocken, PA.
ASTM. (2013). “Standard test method for bond strength of epoxy-resin systems used with concrete by slant shear.” C882/C882M-13a, West Conshohocken, PA.
ASTM. (2014). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M-14a, West Conshohocken, PA.
Badwan, I., and Liang, R. (2007). “Performance evaluation of precast posttensioned concrete multibeam deck.” J. Perform. Constr. Facil., 368–374.
Chen, L., and Graybeal, B. (2012a). “Modeling structural performance of second-generation ultrahigh-performance concrete pi-beams.” J. Bridge Eng., 634–643.
Chen, L., and Graybeal, B. (2012b). “Modeling structural performance of ultrahigh performance concrete I-beams.” J. Bridge Eng., 754–764.
Chen, L., and Graybeal, B. A. (2010). “Finite element analysis of ultra-high performance concrete: Modeling structural performance of an AASHTO Type II beam and a 2nd generation pi-beam.” U.S. Dept. of Transportation, Rep. No. FHWA-HRT-11-020, National Technical Information Service Accession No. PB2011-100864, Federal Highway Administration, Washington, DC.
Dias-da-Costa, D., Alfaiate, J., and Júlio, E. N. B. S. (2012). “FE modeling of the interfacial behaviour of composite concrete members.” Constr. Build. Mater., 26(1), 233–243.
Fu, C., Pan, Z., and Ahmed, M. (2011). “Transverse posttensioning design of adjacent precast solid multibeam bridges.” J. Perform. Constr. Facil., 223–230.
Grace, N., Ushijima, K., Baah, P., and Bebawy, M. (2013). “Flexural behavior of a carbon fiber–reinforced polymer prestressed decked bulb T-beam bridge system.” J. Compos. Constr., 497–506.
Grace, N. F., Jensen, E., Matsagar, V., Bebawy, M., Soliman, E., and Hanson, J. (2008). “Use of unbonded CFCC for transverse post-tensioning of side-by-side box-beam bridges.” Research Rep. RC-1509, Michigan DOT, Lansing, MI.
Graybeal, B. (2014). “Design and construction of field-cast UHPC connections.” Rep. No. FHWA-HRT-14-084, Federal Highway Administration, Washington, DC.
Graybeal, B. A. (2006). “Material property characterization of ultra-high performance concrete.” Rep. No. FHWA-HRT-06-103, Federal Highway Administration, Washington, DC.
Harris, D. K., Carbonell, M. A., Gheitasi, A., Ahlborn, T. M., and Rush, S. V. (2014). “The challenges related to interface bond characterization of ultra-high-performance concrete with implications for bridge rehabilitation practices.” Adv. Civ. Eng. Mater., 4(2), 75–101.
Hussein, H., Walsh, K., Sargand, S., and Steinberg, E. (2016). “Interfacial properties of ultrahigh-performance concrete and high-strength concrete bridge connections.” J. Mater. Civ. Eng., 04015208.
Issa, M. A., Ribeiro Do Valle, C. L., Abdalla, H. A., Shahid Islam, P., and Issa, M. A. (2003). “Performance of transverse joint grout materials in full-depth precast concrete bridge deck systems.” PCI J., 48(4), 92–103.
Júlio, E. N., Branco, F. A., and Silva, V. D. (2004). “Concrete-to-concrete bond strength. Influence of the roughness of the substrate surface.” Constr. Build. Mater., 18(9), 675–681.
ODOT (Ohio DOT). (2013). “Ohio construction and material specifications.” Construction Specification 706.05, Office of Structural Engineering, Columbus, OH.
Porter, S., Julander, J., Halling, M., Barr, P., Boyle, H., and Xing, S. (2011). “Flexural testing of precast bridge deck panel connections.” J. Bridge Eng., 422–430.
Russell, H. G. (2009). Adjacent precast concrete box-beam bridges: Connection details, Transportation Research Board, Washington, DC.
Russell, H. G. (2011). “Adjacent precast concrete box-beam bridges: State of the practice.” PCI J., 56(1), 75–91.
Russell, H. G., and Graybeal, B. A. (2013). “Ultra-high performance concrete: A state-of-the-art report for the bridge community.” Rep. No. FHWA-HRT-13-060, Federal Highway Administration, Washington, DC.
Santos, P., and Júlio, E. N. (2012). “A state-of-the-art review on shear-friction.” Eng. Struct., 45(Dec), 435–448.
Santos, P., Júlio, E. N., and Silva, V. (2007). “Correlation between concrete-to-concrete bond strength and the roughness of the substrate surface.” Constr. Build. Mater., 21(8), 1688–1695.
Sargand, S. M., Walsh, K. K., Hussein, H. H., Al Rikabi, F. T., and Steinberg, E. P. (2017). “Modeling the shear connection in adjacent box-beam bridges with ultrahigh-performance concrete joints. II: Load transfer mechanism.” J. Bridge Eng., 04017044.
Steinberg, E., Huffman, J., Ubbing, J., and Giraldo-Londoño, O. (2013). “Finite element modeling of adjacent prestressed concrete box-beams.” Proc., PCI National Bridge Conf., Precast/Prestressed Concrete Institute, Chicago.
Steinberg, E., Semendary, A., and Walsh, K. (2015). “Adjacent precast box-beam bridges: Using UHPC longitudinal joints.” Constr. Specifier, 68(8), 28–42.
Steinberg, E., Ubbing, J., Giraldo-Londoño, O., and Semendary, A. (2014). “Parametric analysis of adjacent prestressed concrete box-beams with UHPC-dowel shear keys.” Proc., PCI National Bridge Conf., Precast/Prestressed Concrete Institute, Chicago.
Ulku, E., Attanayake, U., and Aktan, H. M. (2010). “Rationally designed staged posttensioning to abate reflective cracking on side-by-side box-beam bridge decks.” Transportation Research Record, 2172, 87–95.
Yuan, J., and Graybeal, B. (2016). “Full-scale testing of shear key details for precast concrete box-beam bridges.” J. Bridge Eng., 04016043.
Zilch, K., and Reinecke, R. (2000). “Capacity of shear joints between high-strength precast elements and normal-strength cast-in-place decks.” Proc., PCI/FHWA/FIB Int. Symp. on High Performance Concrete, Orlando, FL, Precast/Prestressed Concrete Institute, Chicago.
Information & Authors
Information
Published In
Copyright
© 2017 American Society of Civil Engineers.
History
Received: Nov 10, 2016
Accepted: Feb 23, 2017
Published online: Jun 6, 2017
Published in print: Aug 1, 2017
Discussion open until: Nov 6, 2017
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.