3D Nonlinear Finite-Element Modeling of Lap Splices in UHPFRC
Publication: Journal of Structural Engineering
Volume 142, Issue 11
Abstract
Development in ultra-high-performance fiber-reinforced concrete (UHPFRC) structural applications that has taken place over the last two decades has generated innovative concepts that could significantly impact the concrete construction practice. The transition from conventional concrete with brittle behavior to strain-hardening behavior in direct tension allows consideration of the design of innovative structural components and offers development of new techniques for rehabilitation. Building on experimental results of internally instrumented reinforcing bars, this paper investigates the impact of tensile characteristics of UHPFRC on the performance of lap splice connections using a refined three-dimensional (3D) finite-element (FE) model at rib scale and a 3D concrete constitutive model implemented in a computer program. The results show that the model reproduces with accuracy the experimental behavior of lap splice connections in UHPFRC in terms of maximum strength, splitting failure mode, crack pattern, steel stress distribution along the splice, and eventual loss of bond. Using the validated 3D nonlinear finite-element model, the influence of splice length and UHPFRC cover thickness are highlighted in a parametric study of corner and interior lap splices. The paper illustrates the methodology that can be adopted along with experimental results to develop guidelines for designing lap splice connection in UHPFRC.
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Acknowledgments
The financial support was provided by Quebec Ministry of Transportation and the Natural Science and Engineering Research Council of Canada (NSERC) through the Canadian Seismic Research Network and the Discovery Grant programs. The authors would like to acknowledge the contribution of Professor Mahdi Ben Ftima for the development and validation of the numerical model for UHPFRC.
References
Aarup, B., and Jensen, B. C. (1998). “Bond properties of high-strength fiber reinforced concrete.” Bond and Development Length of Reinforcement: A Tribute to Dr Peter Gergely (ACI SP-180), R. Leon, ed., Vol. 180, American Concrete Institute, Detroit, 459–472.
ABAQUS [Computer software]. Dassault Systèmes, Waltham, MA.
AFGC (Association Française de Génie Civil). (2013). “Ultra high performance fibre-reinforced concretes.” Paris.
Appl, J., Eligehausen, R., and Ozbolt, J. (2002). “Numerical analysis of splices with headed deformed reinforcing bars.” Proc., 3rd Conf. on Bond in Concrete—From Research to Standards, G. L. Balazs, et al., eds., Budapest, Hungary, 463–468.
ASTM. (2016). “Standard specification for deformed and plain, low-carbon, chromium, steel bars for concrete reinforcement.” ASTM A1035/A1035M-16a, West Conshohocken, PA.
Azizinamini, A., Pavel, R., Hatfield, E., and Ghosh, S. (1999). “Behavior of lap-spliced reinforcing bars embedded in high-strength concrete.” ACI Struct. J., 96(5), 826–835.
Bastien Masse, M. (2010). “Study of deformational behavior of repaired concrete (Étude du comportement déformationnel des bétons de réparation).” M.Sc. thesis, Polytechnique de Montréal, Montreal (in French).
Bažant, Z. P., and Oh, B. H. (1983). “Crack band theory for fracture of concrete.” Mater. Struct., 16(3), 155–177.
Ben Ftima, M. (2013). “Utilisation de la méthode des éléments finis non-linéaire pour la conception des structures en béton armé: Applications aux structures massives.” Ph.D. thesis, Polytechnique Montreal, Montreal (in French).
Ben Ftima, M., and Massicotte, B. (2014a). “Utilization of nonlinear finite elements for the design and assessment of large concrete structures. I: Calibration and validation.” J. Struct. Eng., 04014217.
Ben Ftima, M., and Massicotte, B. (2014b). “Utilization of nonlinear finite elements for the design and assessment of large concrete structures. II: Applications.” J. Struct. Eng., 04014218.
Ben Romdhane, M. R. (2004). “Caracterisation et modelisation numeriques de l’interface acier-beton (Characterization and numerical modelling of the steel concrete bond).” Ph.D. thesis, École Nationale des Ponts et Chaussées, Paris (in French).
Bouzaiene, A., and Massicotte, B. (1997). “Hypoelastic tridimensional model for nonproportional loading of plain concrete.” J. Eng. Mech., 1111–1120.
Brühwiler, E., and Denarié, E. (2013). “Rehabilitation and strengthening of concrete structures using ultra-high performance fibre reinforced concrete.” Struct. Eng. Int., 23(4), 450–457.
Cheung, A. K., and Leung, C. K. (2011). “Effective joining of pre-cast concrete slabs with self-compacting HSFRCC.” J. Adv. Concr. Technol., 9(1), 41–49.
Cox, J. V., and Herrmann, L. R. (1998). “Development of a plasticity bond model for steel reinforcement.” Mech. Cohesive Frict. Mat., 3(2), 155–180.
Dagenais, M.-A. (2014). “Réhabilitation sismique des joints de chevauchement de piles de pont par chemisage en béton fibré à ultra haute performance (Seismic retrofitting of bridges piers with deficient lap splices using UHPFRC).” Ph.D. thesis, Polytechnique Montreal, Montreal (in French).
Dagenais, M.-A., and Massicotte, B. (2014). “Tension lap splices strengthened with ultrahigh-performance fiber-reinforced concrete.” J. Mater. Civ. Eng., 04014206.
Daoud, A., Maurel, O., and Laborderie, C. (2012). “Mesoscopic modelling of the interaction between steel reinforcement and early-age cracking during cement hydration.” Proc., 4th Conf. on Bond in Concrete 2012: Bond, Anchorage, Detailing, J. W. Cairns, G. Metelli, and G. A. Plizarri, eds., Brescia, Italy, 201–207.
Daoud, A., Maurel, O., and Laborderie, C. (2013). “2D mesoscopic modelling of bar-Concrete bond.” Eng. Struct., 49, 696–706.
Darwin, D., McCabe, S. L., and Brown, C. J. (1994). “Fracture analysis of steel-concrete.” Proc., U.S.-Europe Workshop on Fracture and Damage in Quasibrittle Structures: Experiment, Modeling and Computation, Bažant, Z. P., et al., eds., E&Spon, London, 549–556.
Delsol, S., and Charron, J.-P. (2013). “Numerical modeling of UHPFRC mechanical behavior based on fibre orientation.” Proc., RILEM-fib-AFGC Int. Symp. on Ultra-High Performance Fibre-Reinforced Concrete, F. Toutlemonde and J. Resplendino, eds., RILEM Publication, Marseille, France, 679–688.
de Montaignac, R., Massicotte, B., and Charron, J.-P. (2013). “Finite-element modelling of SFRC members in bending.” Mag. Concr. Res., 65(19), 1133–1146.
Dhanasekar, M., and Haider, W. (2008). “Explicit finite element analysis of lightly reinforced masonry shear walls.” Comp. Struct., 86(1), 15–26.
Eligehausen, R. (1979). “Ubergreifungsstösse zubeanspruchter Rippenstäbe mit geraden Stabenden [Lapped splices of ribbed bars with straight ends].” Ph.D. thesis, Schriftenreihe DAfStb, Berlin (in German).
Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983). “Local bond stress-slip relationships of deformed bars under generalized excitations.”, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Fischer, C., and Ozbolt, J. (2012). “Influence of bar diameter and concrete cover on bond degradation due to corrosion.” Proc., 4th Conf. on Bond in Concrete: Bond, Anchorage, Detailing, J. W. Cairns, G. Metelli, and G. A. Plizarri, eds., Brescia, Italy, 445–451.
Goto, Y. (1971). “Cracks formed in concrete around deformed tension bars.” ACI J., 68(4), 244–251.
Goto, Y., and Otsuka, K. (1979). “Experimental studies on cracks formed in concrete around deformed tension bars.” Tech. Rep. Tohoku Univ., 44(1), 49–83.
Graybeal, B. (2010). “Field-cast UHPC connections for modular bridge deck elements.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Graybeal, B. (2014). “Design and construction of field-cast ultra-high performance concrete connections.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Harajli, M. (2007). “Numerical bond analysis using experimentally derived local bond laws: A powerful method for evaluating the bond strength of steel bars.” J. Struct. Eng., 695–705.
Harajli, M. H., Hamad, B. S., and Karam, K. (2002). “Bond-slip response of reinforcing bars embedded in plain and fiber concrete.” J Mater Civil Eng, 503–511.
Harryson, P. (2003). “High performance joints for concrete bridge applications.” Struct. Eng. Int., 13(1), 69–75.
Hayashi, D., Nagai, K., and Suryanto, B. (2012). “Investigating the effect of reinforcement arrangement on the anchorage of reinforcement using the three-dimensional discrete analysis.” Proc., 4th Conf. on Bond in Concrete: Bond, Anchorage, Detailing, J. W. Cairns, G. Metelli, and G. A. Plizarri, eds., Brescia, Italy, 185–192.
Hungspreug, S. (1981). “Local bond between a reinforcing bar and concrete under high intensity cyclic load.” Ph.D. thesis, Cornell Univ., Ithaca, NY.
Inoue, Y., and Nagai, K. (2011). “Numerical simulation of fracture pattern and bond performance of anchorage in reinforced concrete.” Procedia Eng., Proc., 12th East Asia-Pacific Conf. on Structural Engineering and Construction—EASEC12, Vol. 14, 1165–1173.
Kankam, C. K. (1997). “Relationship of bond stress, steel stress, and slip in reinforced concrete.” J. Struct. Eng., 79–85.
Kianoush, M., Acarcan, M., and Ziari, A. (2008). “Behavior of base restrained reinforced concrete walls under volumetric change.” Eng. Struct., 30(6), 1526–1534.
Lagier, F., Massicotte, B., and Charron, J.-P. (2015a). “Bond strength of tension lap splice specimens in UHPFRC.” Constr. Build. Mater., 93, 84–94.
Lagier, F., Massicotte, B., and Charron, J.-P. (2015b). “Experimental investigation of bond stress distribution and bond strength in unconfined UHPFRC lap splices under direct tension.” Cem. Concr. Compos., in press.
Li, J. (2010). “An investigation of behavior and modeling of bond for reinforced concrete.” Ph.D. thesis, Univ. of Washington, Seattle.
Lowes, L. N., Moehle, J. R., and Govindjee, S. (2004). “Concrete-steel bond model for use in finite element modeling of reinforced concrete structures.” ACI Struct. J., 101(4), 501–511.
Lundgren, K. (2005). “Bond between ribbed bars and concrete. Part 1: Modified model.” Mag. Concr. Res., 57(7), 371–382.
Lundgren, K., and Magnusson, J. (2001). “Three-dimensional modeling of anchorage zones in reinforced concrete.” J. Eng. Mech., 693–699.
Lura, P., Plizzari, G. A., and Riva, P. (2002). “3D finite-element modelling of splitting crack propagation.” Mag. Concr. Res., 54(6), 481–493.
Lutz, L. A., and Gergely, P. (1967). “Mechanics of bond and slip of deformed bars in concrete.” J. Am. Concr. Inst., 64(11), 711–721.
Massicotte, B., and Ben Ftima, M. (2015). “EPM3D-v3.4—A user-supplied constitutive model for the nonlinear finite element analysis of reinforced concrete structures.”, Polytechnique Montréal, Montreal.
Massicotte, B., Dagenais, M.-A., and Garneau, J.-F. (2014). “Bridge pier seismic strengthening using UHPFRC.” Proc., 9th Int. Conf. on Short and Medium Span Bridges, Canadian Society for Civil Engineering, Calgary, Canada, 1–15.
Mirza, S. M., and Houde, J. (1979). “Study of bond stress-slip relationships in reinforced concrete.” J. Am. Concr. Inst., 76(1), 19–46.
Naaman, A., and Reinhardt, H. (2006). “Proposed classification of HPFRC composites based on their tensile response.” Mater. Struct., 39(5), 547–555.
Oesterlee, C. (2010). “Structual response of reinforced UHPFRC and RC composite members.” Ph.D. thesis, École Polyechnique Fédérale de Lausanne, Lausanne, Switzerland.
Ožbolt, J., and Eligehausen, R. (1992). “Numerical simulation of cycling bond slip behaviour.” Proc., Bond in concrete: From Research to Practice, G. L. Balazs, et al., eds., Budapest, Hungary, 12-27–12-33.
Pochanart, S., and Harmon, T. (1989). “Bond-slip model for generalized excitations including fatigue.” ACI Mater. J., 86(5), 465–474.
Prinja, N. K., Shepherd, D., and Curley, J. (2005). “Simulating structural collapse of a PWR containment.” Nucl. Eng. Des., 235(17), 2033–2043.
Rehm, G. (1961). “Ueber die Grundlagen des Verbunds zwischen Stahl und Beton (The basic principle of bond between steel and concrete).” Deustcher Ausschuss für Stahlbeton, 138, 59 (in German).
Reinhardt, H. W., Blaauwendraad, J., and Vos, E. (1984). “Prediction of bond between steel and concrete by numerical analysis.” Mater. Struct., 17(100), 311–320.
Richard, B., Ragueneau, F., Cremona, C., Adelaide, L., and Tailhan, J. L. (2010). “A three-dimensional steel/concrete interface model including corrosion effects.” Eng. Fract. Mech., 77(6), 951–973.
Salem, H., and Maekawa, K. (2004). “Pre-and postyield finite element method simulation of bond of ribbed reinforcing bars.” J. Struct. Eng., 671–680.
Tepfers, R. (1973). “A theory of bond applied to overlapped tensile reinforcement splices for deformed bars.” Ph.D. thesis, Chalmers Univ. of Technology, Goteborg, Sweden.
Tepfers, R. (1982). “Lapped tensile reinforcement splices.” J. Struct. Div., 108(1), 283–301.
Tholen, M. L., and Darwin, D. (1996). “Effects of deformation properties on the bond of reinforcing bars.”, Univ. of Kansas Center for Research, Lawrence, KS.
Wille, K., Kim, D. J., and Naaman, A. E. (2011). “Strain-hardening UHP-FRC with low fiber contents.” Mater. Struct., 44(3), 583–598.
Yuan, J., and Graybeal, B. (2014). “Bond behavior of reinforcing steel in ultra-high performance concrete.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Ziari, A., and Kianoush, M. R. (2013). “Finite-element parametric study of bond and splitting stresses in reinforced concrete tie members.” J. Struct. Eng., 04013106.
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© 2016 American Society of Civil Engineers.
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Received: Jul 7, 2015
Accepted: Feb 23, 2016
Published online: May 17, 2016
Discussion open until: Oct 17, 2016
Published in print: Nov 1, 2016
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