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Sep 15, 2022

Mechanical Behavior of Doweled Joints in Concrete Pavements: A Review

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 148, Issue 4

Abstract

Dowel bars in concrete pavements can effectively improve the performance of joints as well as the overall performance of pavements. This paper reviewed the mechanical behavior, structural numerical simulation analysis, testing study of doweled joints in concrete pavements, and the research work on the alternative dowel bars. The influences of dowel bar configuration, diameter, spacing, misalignment, rust, and the bonding between the surrounding concrete on the performance of doweled joints were also discussed in this paper. Limitations of theoretical research and test methods were mentioned after reviewing these aspects of dowel bars, indicating the direction for future research on doweled joints in concrete pavements.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to acknowledge all researchers who published valuable studies that are cited in this review paper. The authors also would like to acknowledge the financial support from the National Key R&D Program of China (Project No. 2019YFB1310600) and the National Science Foundation of China (Project No. U1933116).

References

AASHTO. 1968. Highway definitions. Washington, DC: AASHO.
AASHTO. 2004. Guide for design of pavement structures. Washington, DC: AASHO.
Ahlvin, R. G., and, H. H. Ulery. 1962. “Tabulated values for determining the complete pattern of stresses strains and deflections beneath a uniform circular load on a homogeneous half space.” In Highway research board bulletin 342, 1–13. Washington, DC: Transportation Research Board.
Albertson, M. D. 1992. “Fibercomposite and steel pavement dowels.” Master’s thesis, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ.
Al-Humeidawi, B. H., and P. Mandal. 2014. “Evaluation of performance and design of GFRP dowels in jointed plain concrete pavement—Part 1: Experimental investigation.” Int. J. Pavement Eng. 15 (5): 449–459. https://doi.org/10.1080/10298436.2013.824081.
Al-Humeidawi, B. H., and M. Parthasarathi. 2018. “Experimental investigation on the combined effect of dowel misalignment and cyclic wheel loading on dowel bar performance in JPCP.” Eng. Struct. 174 (4): 256–266. https://doi.org/10.1016/j.engstruct.2018.07.052.
Amer-Yahia, C., and T. Majidzadeh. 2014. “Approach to identify misaligned dowel and tie bars in concrete pavements using ground penetrating radar.” Case Stud. Nondestructive Test. Eval. 2 (25): 14–26. https://doi.org/10.1016/j.csndt.2014.06.001.
Brown, V. L., and C. L. Bartholomew. 1993. “FRP dowel bars in reinforced concrete pavements.” In Proc., Int. Symp. on FRP Reinforcement for Concrete Structures, 813–830. Farmington Hills, MI: American Concrete Institute.
Buch, N., A. H. Varma, and M. L. Prabhu. 2007. A laboratory evaluation of alignment tolerances for dowel bars and their effect on joint opening behavior. Farmington Hills, MI: Michigan State Univ.
Burnham, T. R., and W. M. Pirkl. 1997. Application of empirical and mechanistic-empirical pavement design procedures to Mn/ROAD concrete pavement test sections. Washington, DC: DOT.
Cai, H. B. 2009. “Influence analysis of dowel misalignment for cement pavement behavior.” Master’s thesis, School of Transportation Science and Engineering, Harbin Institute of Technology.
Colley, B. E., and H. M. Humphrey. 1967. “Aggregate interlock at joints in concrete pavements.” In Proc., Highway Research Board 46th Annual Meeting, Highway Research Record 189, 1–18. Washington, DC: National Research Council.
Crovetti, J. A. 1994. “Design and evaluation of jointed concrete pavement systems incorporating free-draining base layers.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign.
Davids, W., and G. Turkiyyah. 1997. “Development of embedded bending member to model dowel action.” J. Struct. Eng. 123 (10): 1312–1320. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:10(1312).
Donahue, J. P. 2003. Investigation of dowel bar placement accuracy with a dowel bar inserter. Jefferson City, MO: Missouri DOT.
Friberg, B. F. 1938. “Load and deflection characteristics of dowels in transverse joints of concrete pavements.” In Proc., 18th Annual Meeting of the Highway Research Board, 140–154. Washington, DC: National Research Council.
Friberg, B. F. 1940. “Design of dowels in transverse joints of concrete pavements.” Trans. Am. Soc. Civ. Eng. 105 (1): 1076–1095. https://doi.org/10.1061/TACEAT.0005221.
Fu, L., and Z. Yao. 1988. “Finite element analysis of the load transfer capacity of concrete pavement.” [In Chinese.] East China Highway 55 (5): 2–11.
Gao, W. 2010. “Analysis of spacing of dowel bars setting in cement concrete pavement.” Highway 4: 35–38.
Ghauch, Z., and G. Karam. 2012. “Performance analysis and optimization of dowels in jointed concrete floors.” Preprint, submitted January 17, 2012. https://doi.org/10.48550/arXiv.1201.3801.
Guo, E. H., and M. Dong. 2003. “Evaluation criteria of a computer program for pavement response analysis.” In Proc., Int. Conf. on Highway Pavement Data, Analysis and Mechanistic Design Applications, 103–114. New Jersey: Galaxy Scientific Corporation.
Guo, H., J. A. Sherwood, and M. B. Snyder. 1995. “Component dowel-bar model for load-transfer systems in PCC pavements.” J. Transp. Eng. 121 (3): 289–298. https://doi.org/10.1061/(ASCE)0733-947X(1995)121:3(289).
Hammons, M. I. 1998. Advanced pavement design: Finite element modeling for rigid pavement joints, Report II: Model develop. Washington, DC: Federal Aviation Administration.
Hossain, S., and M. K. Elfino. 2006. Field demonstration of magnetic tomography technology for determination of dowel bar position in concrete pavement. Charlottesville, VA: Virginia Transportation Research Council.
Hu, C., J. Ma, J. Zhao, Z. Leng, and D. Jelagin. 2017. “Experimental study of dowel bar alternatives based on similarity model test.” Adv. Mater. Sci. Eng. 27 (12): 1–9. https://doi.org/10.1155/2017/3981908.
Hu, W. 2005. “Application of finite element method in analysis of load transfer capacity of concrete pavement.” West-China Explor. Eng. 5 (Jan): 142–144. https://doi.org/10.3969/j.issn.1004-5716.2005.05.074.
Huang, Y. H. 1985. “A computer package for structural analysis of concrete pavements.” In Proc., 3rd Int. Conf. on Concrete Pavement Design and Rehabilitation, 295–307. West Lafayette, IN: Purdue Univ.
Ioannides, A. M., and G. T. Korovesis. 1992. “Analysis and design of doweled slab-on-grade pavement systems.” J. Transp. Eng. 118 (6): 745–768. https://doi.org/10.1061/(ASCE)0733-947X(1992)118:6(745).
Jiang, Y., and J. Dai. 2007. “Contact stresses at interfaces between dowels and surrounding concrete.” [In Chinese.] China J. Highway Transp. 20 (2): 29–34. https://doi.org/10.19721/j.cnki.1001-7372.2007.02.006.
Keeton, J. R., J. A. Bishop, and B. F. Friberg. 1957. “Load transfer characteristics of a dowelled joint subjected to aircraft wheel loads.” In Proc., 36th Annual Meeting of the Highway Research Board, 190–206. Washington, DC: Highway Research Board.
Khazanovich, L., N. Buch, and A. Gotlif. 2001. “Mechanistic evaluation of vertical misalignment of dowel bars and their effect on joint performance.” In Proc., 7th Int. Conf. Concr. Pavement, 525–538. Lake Buena Vista, FL: International Society for Concrete Pavements. https://doi.org/10.3141/1946-12..
Khazanovich, L., K. Hoegh, and M. B. Snyder. 2009. Guidelines for dowel alignment in concrete pavements. Washington, DC: NCHRP.
Kim, J., and K. D. Hjelmstad. 2003. “Three-dimensional finite element analysis of doweled joints for airport pavements.” Transp. Res. Rec. 1853 (1): 100–109. https://doi.org/10.3141/1853-12.
Kim, K., S. Chun, S. Han, and M. Tia. 2018. “Effect of dowel bar arrangements on performance of jointed plain concrete pavement (JPCP).” Int. J. Concr. Struct. Mater. 12 (39): 1–11. https://doi.org/10.1186/s40069-018-0276-1.
Kuo, C., T. H. Kathleen, and I. D. Michael. 1995. Three-dimensional finite element model for analysis of concrete pavement support, 119–127. Washington, DC: Transportation Research Board.
Lei, L. 2002. “Research on evaluation of the void underneath the slab of cement concrete pavement and mud jacking technology.” Master’s thesis, School of Highway, Chang’an Univ.
Leong, P., S. Tighe, L. Rothenburg, and D. Hein. 2006. “Finite difference modeling of misaligned dowel bars and their effects on joint performance.” Transp. Res. Rec. 1946 (1): 101–110. https://doi.org/10.1177/0361198106194600112.
Li, G., and X. Hu. 2001. “Numerical simulation of load transfer of doweled joints.” J. China Foreign Highway 21 (5): 8–11. https://doi.org/10.3969/j.issn.1671-2579.2001.05.003.
Li, L. 2012. “Research on the load transfer failure mechanism for dowel bar in concrete pavement.” Ph.D. thesis, School of Transportation Science and Engineering, Harbin Institute of Technology.
Liu, D. 2003. “Researches on optimum joint and structure of cement concrete pavement.” Master’s thesis, School of Transportation, Wuhan Univ. of Technology.
Liu, X. 2012. “Study on the decay of load transfer on cement concrete pavement.” Master’s thesis, School of Highway, Chang’an Univ.
Luo, Y., and J. Yuan. 2013. “Research on simulation method for load transfer of joints of cement concrete pavement by 3D finite element method.” J. Highway Transp. Res. Dev. 30 (3): 32–38. https://doi.org/10.3969/j.issn.1002-0268.2013.03.006.
Mackiewicz, P. 2014. “Thermal stress analysis of jointed plane in concrete pavements.” Appl. Therm. Eng. 73 (1): 1169–1176. https://doi.org/10.1016/j.applthermaleng.2014.09.006.
Mackiewicz, P. 2015. “Finite-element analysis of stress concentration around dowel bars in jointed plain concrete pavement.” J. Transp. Eng. 141 (6): 06015001. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000768.
Mahdy, H. 2012. “Misalignment of dowel bars in rigid pavement joints.” In Proc., 2nd Int. Conf. on Sustainable Construction Materials: Design, Performance, and Application, 181–192. Reston, VA: ASCE.
Maitra, S. R., K. S. Reddy, and L. S. Ramachandra. 2009. “Load transfer characteristics of dowel bar system in jointed concrete pavement.” J. Transp. Eng. 135 (11): 813–821. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000065.
Mannava, S. S., T. D. Bush, and A. R. Kukreti. 1999. “Load-deflection behavior of smooth dowels.” ACI Struct. J. 96 (6): 891–898. https://doi.org/10.14359/784.
Milliman, P., and R. D. Behr. 1956. The experimental determination of the stress distribution along at a transverse joint in a concrete pavement. Rep. No. 258. Research Laboratory Testing and Research Division. Lansing, MI: Michigan DOT.
Nishizawa, T., M. Koyanagawa, Y. Takeuchi, and M. Kimura. 2001. “Study on mechanical behavior of dowel bar in transverse joint of concrete pavement.” In Proc., 7th Int. Conf. on Concrete Pavements. Ellicott, MD: International Society for Concrete Pavements.
Owusu-Ababio, S., and R. Schmitt. 2005. Effects of heavy loading on Wisconsin’s concrete pavements. Platteville, WI: Univ. of Wisconsin-Platteville.
Pophen, N. A., M. B. Snyder, and A. E. Schultz. 2003. Performance testing of experimental dowel bar retrofit designs part 2—Repeatability and modified designs. Rep. No. MN-RC 2004-17B. St. Paul, MN: Minnesota DOT.
Porter, M. L., D. Davis, and J. Rohner. 1999. Investigation of glass fiber composite dowel bars for highway pavement slabs. Ames, IA: Iowa State Univ.
Porter, M. L., and R. J. Guinn Jr. 2002. “Final report for Iowa DOT project HR-1080 and CTRE project 00-93.” In Assessment of dowel bar research. Rep. No. Iowa DOT Project HR-1080. Ames, IA: Iowa State Univ.
Porter, M. L., R. J. Guinn, and A. L. Lundy. 2001. Dowel bar optimization: Phases I and II. Ames, IA: Iowa State Univ.
Porter, M. L., J. F. Harrington, and N. J. Pierson. 2006. Laboratory evaluation of concrete slab dowels for the Greenstreak group. Ames, IA: Iowa State Univ.
Porter, M. L., B. W. Hughes, B. Barnes, and K. P. Viswanath. 1993. Non-Corrosive tie reinforcing and dowel bars for highway pavement slabs. Ames, IA: Iowa State Univ.
Porter, M. L., E. A. Lorenz, B. A. Barnes, and K. P. Viswanath. 1992. Thermoset composite concrete reinforcement: Part 2 final report. Ames, IA: Iowa State Univ.
Rao, S., and L. Premkumar. 2017. “Field investigation of dowel misalignment at LTPP sections.” In Proc., Int. Conf. on Highway Pavements and Airfield Technology, 232–243. Reston, VA: ASCE. https://doi.org/10.1061/9780784480922.021.
Riad, M. Y., S. N. Shoukry, G. W. William, and M. R. Fahmy. 2009. “Effect of skewed joints on the performance of jointed concrete pavement through 3D dynamic finite element analysis.” Int. J. Pavement Eng. 10 (4): 251–263. https://doi.org/10.1080/10298430701771783.
Sadeghi, V., and S. Hesami. 2018. “Investigation of load transfer efficiency in jointed plain concrete pavements (JPCP) using FEM.” Int. J. Pavement Res. Technol. 11 (3): 245–252. https://doi.org/10.1016/j.ijprt.2017.10.001.
Sargand, S. M. 2001. Performance of dowel bars and rigid pavement. Athens, OH: Ohio Univ.
Sargand, S. M., and G. A. Hazen. 1994. Evaluation of pavement joint performance. Athens, OH: Ohio Univ.
Saxena, P., K. Hoegha, L. Khazanovicha, and A. Gotlifb. 2012. “Laboratory and analytical modelling of misaligned dowel.” Int. J. Pavement Eng. 13 (3): 209–215. https://doi.org/10.1080/10298436.2011.596936.
Seo, Y., and S. M. Kim. 2013. “Longitudinal cracking at transverse joints caused by dowel bars in jointed concrete pavements.” J. Civ. Eng. 17 (2): 395–402. https://doi.org/10.1007/s12205-013-2047-5.
Shi, C., Q. Yang, and Z. Guo. 2008. “Finite element analysis on void beneath cement concrete pavement slab in highway tunnel.” J. Highway Transp. Res. Dev. 18 (5): 977–982. https://doi.org/10.3969/j.issn.1002-0268.2008.11.002.
Shoukry, S. N. 1998. “3D finite element modeling for pavement analysis and design.” In Proc., 1st National Symp. on 3D Finite Element Modeling for Pavement Analysis and Design, edited by S. Shoukry, 1–51. Washington, DC: US DOT.
Shoukry, S. N., G. W. William, and M. Y. Riad. 2001. “Effect of dowel bar looseness on measured load transfer efficiency using FWD load.” In Proc., SPIE 4330, Smart Structures and Materials 2001: Smart Systems for Bridges, Structures, and Highways, edited by S. C. Liu, 505–510. Washington, DC: International Society for Optics and Photonics. https://doi.org/10.1117/12.434151.
Sii, H. B., G. W. Chai, and R. van Staden. 2014. “Evaluation of doweled joints in concrete pavements using three-dimensional finite element analysis.” In Design, analysis, and asphalt material characterization for road and airfield pavements, 115–129. Reston, VA: ASCE. https://doi.org/10.1061/9780784478462.015.
Snyder, M. B. 1989. Cyclic shear load testing of dowels in PCC pavement repairs, 246–257. Washington, DC: Transportation Research Board.
Snyder, M. B. 2011. “National concrete pavement technology center.” In Guide to dowel load transfer systems for jointed concrete roadway pavements. Ames, IA: Iowa State Univ.
Snyder, M. B., and R. A. Embacher. 1999. Minne-ALF project overview and retro-fit dowel study results. Minneapolis, MN: Univ. of Minnesota.
Srinivasan, S. 2001. Characterization of stresses induced in doweled joints due to thermal and impact loads. Morgantown, WV: West Virginia Univ.
Tabatabaie, A. M. 1978. “Structural analysis of concrete pavement joints.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign.
Tabatabaie, A. M., and E. J. Barenberg. 1978. Finite-element analysis of jointed or cracked concrete pavements, 11–17. Washington, DC: Transportation Research Board.
Tabatabaie, A. M., E. J. Barenberg, and R. E. Smith. 1979. Longitudinal joint systems in slip-formed rigid pavements: Vol. II—Analysis of load transfer systems for concrete pavements. Washington, DC: DOT.
Tan, Y., L. Li, P. Cao, X. Gong, and Y. Li. 2012. “Extended finite element analysis of ultimate load-bearing capacity for dowel bar system in cement concrete pavement.” Trans. Chin. Soc. Agric. Eng. 28 (24): 62–69. https://doi.org/10.3969/j.issn.1002-6819.2012.24.010.
Tayabji, S. D., and B. T. Colley. 1986. Analysis of jointed concrete pavements. Washington, DC: Federal Highway Administration.
Teller, L. W., and H. D. Cashell. 1958. Performance of dowelled joints under repetitive loading. Washington, DC: Federal Aviation Administration.
Timoshenko, S., and J. M. Lessells. 1925. Applied elasticity, 272–273. East Pittsburgh, PA: Westinghouse Technology Night School Press.
Vijay, P. V., H. Li, and H. V. GangaRao. 2009. Design and evaluation of jointed plain concrete pavement with fiber reinforced polymer dowels. Washington, DC: Federal Highway Administration.
Vijay, P. V., H. Li, and V. H. GangaRao. 2020. “Laboratory testing, field construction, and decade long performance evaluation of jointed plain concrete pavement with FRP dowels.” Int. J. Pavement Eng. 21 (6): 713–724. https://doi.org/10.1080/10298436.2018.1508841.
Wang, X., and T. Li. 2014. “Numerical mechanical analysis of concrete pavement with dowels in transverse joints.” In CICTP 2014: Safe, smart, and sustainable multimodal transportation systems, 1020–1031. Reston, VA: ASCE.
Westergaard, H. M. 1927. “Analysis of stresses in concrete due to variations of temperature.” In Vol. 6 of Proc., 6th Annual, Meeting Highway Research Board, 201–215. Washington, DC: National Research Council.
Yang, H. 2011. “Maximum stretch stress and fatigue life response analysis of concrete pavement with void under slab.” Highway Eng. 36 (6): 90–92. https://doi.org/10.3969/j.issn.1674-0610.2011.06.020.
Yao, Z. 2001. Pavement engineering. Shanghai, China: Tongji University Press.
Yoder, E. J., and M. W. Witczak. 1975. Principles of pavement design. 2nd ed. New York: Wiley.
Zaman, M., and A. Alvappillai. 1995. “Contact-element model for dynamic analysis of jointed concrete pavements.” J. Transp. Eng. 121 (5): 425–433. https://doi.org/10.1061/(ASCE)0733-947X(1995)121:5(425).
Zeinali, A., K. C. Mahboub, and H. F. Southgate. 2013. “Application of the hinged dowel system for increasing the durability of concrete pavement joints.” In Proc., 2013 Airfield & Highway Pavement Conf., edited by I. L. Al-Qadi, 282–294. Reston, VA: ASCE. https://doi.org/10.1061/9780784413005.022.
Zhang, C., X. Wang, B. Cui and D. Wang. 2014. “Simulation study on dowel bar layout mode of cement concrete pavement.” J. Chang’an Univ. 34 (4): 25–30. https://doi.org/10.19721/j.cnki.1671-8879.2014.04.005.
Zhang, H. 2007. “Study on the dowel and tie bar in jointed plain concrete pavement.” Master’s thesis, School of Transportation Science and Engineering, Harbin Institute of Technology.
Zhang, W. 2002. “Static and dynamic experiments and researches of concrete foundation.” Ph.D. thesis, College of Civil Engineering, Hunan Univ.
Zhang, Y., and L. Gao. 2013. “Mechanical analysis of dowel bar setting considering interlayer contact of rigid pavement.” In Proc., 4th Int. Conf. on Transportation Engineering. Reston, VA: ASCE.
Zhang, Y., and L. Gao. 2016. “Effect of dowel bar position deviation on joint load-transfer ability of cement concrete pavement.” Int. J. Pavement Res. Technol. 9 (1): 30–36. https://doi.org/10.1016/j.ijprt.2016.01.002.
Zhao, J., X. Huang, and X. Deng. 1991. “Finite element analysis of jointed concrete pavement.” [In Chinese.] J. Chongqing Jiaotong Univ. 10 (4): 96–103.
Zhao, T., W. Yan, and W. Gao. 1998. “A simplified approach of load transfer analysis for rigid pavement joint.” [In Chinese.] Eng. Mech. 15 (1): 128–132.
Zhou, Z. 2011. “Stress concentration analysis in concrete round dowels for airport jointed rigid pavement system.” In Proc., Int. Conf. on Transportation Engineering, 1566–1571. Reston, VA: ASCE.
Zuzulova, A., J. Grosek, and M. Janku. 2020. “Experimental laboratory testing on behavior of dowels in concrete pavements.” Materials 13 (10): 2343. https://doi.org/10.3390/ma13102343.

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 148Issue 4December 2022

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Published online: Sep 15, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 15, 2023

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Assistant Professor, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., No. 4800, Cao’an Highway, Shanghai 201804, PR China. ORCID: https://orcid.org/0000-0002-1555-364X. Email: [email protected]
Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., No. 4800, Cao’an Highway, Shanghai 201804, PR China (corresponding author). ORCID: https://orcid.org/0000-0002-0682-521X. Email: [email protected]
Yuxiang Wang [email protected]
Engineer, Shanghai Civil Aviation New Era Airport Design and Research Institute Co., Ltd., No. 99, First Rd. of Airport, Shanghai 200335, PR China. Email: [email protected]
Jie Yuan, Ph.D. [email protected]
Professor, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., No. 4800, Cao’an Highway, Shanghai 201804, PR China. Email: [email protected]

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