References
- Al-Qadi, I., and Elseifi, M, 2006. Mechanism and modeling of transverse cracking development in continuously reinforced concrete pavement. International Journal of Pavement Engineering, 7 (4), 341–349.
- ARA, 2004. Mechanistic-empirical pavement design guide (MEPDG). Part 3: design and analysis. University Avenue Champaign, Illinois: ERES Division of ARA, Inc.
- Bazant, Z.P., and Baweja, S, 2000. Creep and shrinkage prediction model for analysis and design of concrete structures: model B3. ACI Special Publications, 194, 1–84.
- Bažant, Z.P., and Oh, B.H, 1983. Crack band theory for fracture of concrete. Matériaux et Construction, 16 (3), 155–177.
- Bobaru, F., and Duangpanya, M, 2012a. A peridynamic formulation for transient heat conduction in bodies with evolving discontinuities. Journal of Computational Physics, 231 (7), 2764–2785.
- Bobaru, F., and Hu, W, 2012b. The meaning, selection, and use of the peridynamic horizon and its relation to crack branching in brittle materials. International Journal of Fracture, 176 (2), 215–222.
- Bobaru, F., Xu, Z., and Wang, Y, 2016. Peridynamic modeling of impact and fragmentation. In: F. Bobaru, et al., eds. Handbook of Peridynamic Modeling. Boca Raton, FL: CRC Press, Taylor and Francis Group, 379–403.
- Bobaru, F., and Zhang, G, 2015. Why do cracks branch? A peridynamic investigation of dynamic brittle fracture. International Journal of Fracture, 196 (1-2), 59–98.
- Bobaru, F., and Zhang, G., 2016. Crack branching in dynamic brittle fracture. In: F. Bobaru , et al., eds. Handbook of peridynamic modeling. Boca Raton, FL: CRC Press, Taylor and Francis Group. 245–316.
- Cabral, N.R., et al., 2019. An alternative bilinear peridynamic model to simulate the damage process in quasi-brittle materials. Engineering Fracture Mechanics, 216, 106494.
- Chen, Z., et al., 2021. A coupled mechano-chemical peridynamic model for pit-to-crack transition in stress-corrosion cracking. Journal of the Mechanics and Physics of Solids, 146, 104203.
- Chen, Z., and Bobaru, F, 2015. Peridynamic modeling of pitting corrosion damage. Journal of the Mechanics and Physics of Solids, 78, 352–381.
- Chen, D.-H., Lin, H.-H., and Sun, R, 2011. Field performance evaluations of partial-depth repairs. Construction and Building Materials, 25 (3), 1369–1378.
- Cheng, Z., et al., 2020. A peridynamic model for analyzing fracture behavior of functionally graded materials used as an interlayer. Acta Mechanica Solida Sinica, 33 (6), 781–792.
- Choi, S., Ha, S., and Won, M.C, 2011. Horizontal cracking of continuously reinforced concrete pavement under environmental loadings. Construction and Building Materials, 25 (11), 4250–4262.
- Choi, S., Ha, S., and Won, M.C, 2015. Mechanism of transverse crack development in continuously reinforced concrete pavement at early ages. Transportation Research Record, 2524 (1), 42–58.
- Choi, S., Na, B.-U., and Won, M.C, 2016. Mesoscale analysis of continuously reinforced concrete pavement behavior subjected to environmental loading. Construction and Building Materials, 112, 447–456.
- Choi, S., and Won, M.C, 2009. Design of tie bars in portland cement concrete pavement considering nonlinear temperature variations. Transportation Research Record, 2095 (1), 24–33.
- Choi, S., and Won, M.C, 2010a. Thermal strain and drying shrinkage of concrete structures in the field. ACI Materials Journal, 107 (5), 498–507.
- Choi, S., and Won, M.C, 2010b. Horizontal cracking in continuously reinforced concrete pavements.
- Code CEB-FIP Model, 1990. CEB-FIP Model Code for concrete structures, Euro-International Committe for Concrete. Bulletin, 1990(213/214).
- Comite Euro-International Du Beton-Federation International De La Pre-Contrainte (CEB-FIP), 1993. Model code 90 for concrete structures. London: Thomas Telford Publishing.
- De Schutter, G., and Taerwe, L, 1996. Degree of hydration-based description of mechanical properties of early age concrete. Materials and Structures, 29 (6), 335–344.
- De Schutter, G., and Taerwe, L, 1997. Fracture energy of concrete at early ages. Materials and Structures, 30 (2), 67–71.
- Ha, S, et al., 2011. Develop mechanistic-empirical design for CRCP.
- Ha, Y.D., and Bobaru, F, 2010. Studies of dynamic crack propagation and crack branching with peridynamics. International Journal of Fracture, 162 (1-2), 229–244.
- Kada, H., et al., 2002. Determination of the coefficient of thermal expansion of high performance concrete from initial setting. Materials and Structures, 35 (1), 35–41.
- Kilic, B., and Madenci, E, 2009. Peridynamic theory for thermomechanical analysis. IEEE Transactions on Advanced Packaging, 33 (1), 97–105.
- Kim, K., et al., 2019. Optimization of parameters affecting horizontal cracking in continuously reinforced concrete pavement (CRCP). Canadian Journal of Civil Engineering, 46 (7), 634–642.
- Kim, S.-M., and Won, M.C, 2004. Horizontal cracking in continuously reinforced concrete pavements. Structural Journal, 101 (6), 784–791.
- Kim, S.-M., Won, M., and Frank Mccullough, B, 1998. Numerical modeling of continuously reinforced concrete pavement subjected to environmental loads. Transportation Research Record, 1629 (1), 76–89.
- Kim, S.-M., Won, M.C., and Frank Mccullough, B, 2000. Three-dimensional analysis of continuously reinforced concrete pavements. Transportation Research Record, 1730 (1), 43–52.
- Kohler, E., and Roesler, J, 2004. Active crack control for continuously reinforced concrete pavements. Transportation Research Record, 1900 (1), 19–29.
- Kohler, E., and Roesler, J, 2006. Crack spacing and crack width investigation from experimental CRCP sections. International Journal of Pavement Engineering, 7 (4), 331–340.
- Macek, R.W., and Silling, S.A, 2007. Peridynamics via finite element analysis. Finite Elements in Analysis and Design, 43 (15), 1169–1178.
- Madenci, E., Barut, A., and Phan, N, 2018. Peridynamic unit cell homogenization for thermoelastic properties of heterogenous microstructures with defects. Composite Structures, 188, 104–115.
- Mccullough, B.F., and Dossey, T, 1999. Considerations for high-performance concrete paving: recommendations from 20 years of field experience in texas. Transportation Research Record, 1684 (1), 17–24.
- Mccullough, B.F., Zollinger, D., and Dossey, T, 2000. Evaluation of the performance of texas pavements made with different coarse aggregates. University of Texas at Austin. Center for Transportation Research.
- Mohamed, A.R., and Hansen, W, 1997. Effect of nonlinear temperature gradient on curling stress in concrete pavements. Transportation Research Record, 1568 (1), 65–71.
- Nam, J.-H., et al., 2003. Sensitivity analysis of CRCP computer programs. Research Report 1700-4, Center for Transportation Research, The University of Texas at Austin.
- Neville, A.M., 1983. Creep of plain and structural concrete.
- Niazi, S., Chen, Z., and Bobaru, F, 2020. Crack nucleation in brittle and quasi-brittle materials: A peridynamic analysis. Theoretical and Applied Fracture Mechanics, 112, 102855.
- Rasmussen, R.O., Rogers, R., and Ferragut, T.R., 2009. Continuously reinforced concrete pavement design & construction guidelines, United States. Austin, TX: Federal Highway Administration, CRSI, p. 122–123.
- Reis, E.E, 1965. Causes and control of cracking in concrete reinforced with high-strength steel bars: a review of research. University of Illinois at Urbana Champaign, College of Engineering. Engineering Experiment Station.
- Selezneva, O., et al., 2003. Characterization of transverse cracking spatial variability: use of long-term pavement performance data for continuously reinforced concrete pavement design. Transportation Research Record, 1849 (1), 147–155.
- Selezneva, O., Zollinger, D., and Darter, M, 2001. Mechanistic analysis of factors leading to punchout development for improved CRCP design procedures. in Seventh international conference on concrete pavements.
- Shewchuk, J.R, 1994. An introduction to the conjugate gradient method without the agonizing pain. Pittsburg ,PA: Carnegie-Mellon University. Department of Computer Science.
- Silling, S.A, 2000. Reformulation of elasticity theory for discontinuities and long-range forces. Journal of the Mechanics and Physics of Solids, 48 (1), 175–209.
- Silling, S.A., et al., 2010. Crack nucleation in a peridynamic solid. International Journal of Fracture, 162 (1-2), 219–227.
- Silling, S.A., and Askari, E, 2005. A meshfree method based on the peridynamic model of solid mechanics. Computers & Structures, 83 (17-18), 1526–1535.
- Silling, S.A., and Lehoucq, R.B, 2008. Convergence of peridynamics to classical elasticity theory. Journal of Elasticity, 93 (1), 13–37.
- Sok, T., Kim, Y., and Lee, S., 2019. Numerical evaluation of built-in temperature distribution effects on stress development in concrete pavements. Road Materials and Pavement Design, 22(4), 871–893.
- Stewart, R.J., and Jeon, B., 2019. Decoupling strength and grid resolution in peridynamic theory. Journal of Peridynamics and Nonlocal Modeling, 1 (2), 97–106.
- Suh, Y.-C., Hankins, K., and Mccullough, B.F., 1992. Early-age behavior of continuously reinforced concrete pavement and calibration of the failure prediction model in the CRCP-7 program.
- Wang, Y., Zhou, X., and Kou, M, 2018. Peridynamic investigation on thermal fracturing behavior of ceramic nuclear fuel pellets under power cycles. Ceramics International, 44 (10), 11512–11542.
- Weiss, W.J., Yang, W., and Shah, S.P, 1998. Shrinkage cracking of restrained concrete slabs. Journal of Engineering Mechanics, 124 (7), 765–774.
- Witczak, M., Andrei, D., and Houston, W, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Washington, D. C.: Transportation Research Board of the National Research Council, 1–91.
- Won, M.C., et al., 2002. Horizontal cracking and pavement distress in Portland cement concrete pavement, in Designing, constructing, maintaining, and financing today's airport projects. p. 1-10.
- Wu, P., et al., 2020. Validation of a stochastically homogenized peridynamic model for quasi-static fracture in concrete. Engineering Fracture Mechanics, 237, 107293.
- Xu, J., et al., 2008. Peridynamic analysis of impact damage in composite laminates. Journal of Aerospace Engineering, 21 (3), 187–194.
- Xu, Z.P., et al., 2018. Elastic vortices and thermally-driven cracks in brittle materials with peridynamics. International Journal of Fracture, 209 (1-2), 203–222.
- Yang, H, 2004. Pavement analysis and design. 2nd ed. Upper saddle river, NJ: Pearson/Prentice Hall.
- Yang, D., et al., 2018. Investigation on mode-I crack propagation in concrete using bond-based peridynamics with a new damage model. Engineering Fracture Mechanics, 199, 567–581.
- Zhang, G., et al., 2016. Validation of a peridynamic model for fatigue cracking. Engineering Fracture Mechanics, 162, 76–94.
- Zhang, J., Hou, D., and Yuan, G, 2013. Calculation of shrinkage stress in early-age concrete pavements. II: Calculation of shrinkage stress. Journal of Transportation Engineering, 130 (10), 971–980.
- Zhao, J., et al., 2020. A stochastic multiscale peridynamic model for corrosion-induced fracture in reinforced concrete. Engineering Fracture Mechanics, 229, 106969.
- Zollinger, D., et al., 1998. Performance of CRCP volume 6-CRCP design, construction, and performance. FHWA-RD-97-151, Report, Washington, DC.
- Zollinger, D., and Barenberg, E., 1990. Continuously reinforced pavements: punchouts and other distresses and implications for design. Interim report.
- Zollinger, D.G., Tang, T., and Xin, D, 1994. Sawcut depth considerations for jointed concrete pavement based on fracture mechanics analysis. Transportation Research Record. 1449, 91–100.