参考文献/References:
[1] Ruan X, Li Y, Zhou X Y, et al. Simulation method of concrete chloride ingress with mesoscopic cellular automata[J].Construction and Building Materials, 2020, 249: 118778. DOI:10.1016/j.conbuildmat.2020.118778.
[2] Guo L, Guo X M, Mi C W. Multi-scale finite element analysis of chloride diffusion in concrete incorporating paste/aggregate ITZs[J].Science China Physics, Mechanics and Astronomy, 2012, 55(9): 1696-1702. DOI:10.1007/s11433-012-4832-4.
[3] Peng J X, Hu S W, Zhang J R, et al. Influence of cracks on chloride diffusivity in concrete: A five-phase mesoscale model approach[J].Construction and Building Materials, 2019, 197: 587-596. DOI:10.1016/j.conbuildmat.2018.11.208.
[4] ?avija B, Pacheco J, Schlangen E. Lattice modeling of chloride diffusion in sound and cracked concrete[J].Cement and Concrete Composites, 2013, 42: 30-40. DOI:10.1016/j.cemconcomp.2013.05.003.
[5] Silling S A. Reformulation of elasticity theory for discontinuities and long-range forces[J].Journal of the Mechanics and Physics of Solids, 2000, 48(1): 175-209. DOI:10.1016/S0022-5096(99)00029-0.
[6] Shen F, Yu Y T, Zhang Q, et al. Hybrid model of peridynamics and finite element method for static elastic deformation and brittle fracture analysis[J].Engineering Analysis with Boundary Elements, 2020, 113: 17-25. DOI:10.1016/j.enganabound.2019.12.016.
[7] Li W J, Guo L. Meso-fracture simulation of cracking process in concrete incorporating three-phase characteristics by peridynamic method[J].Construction and Building Materials, 2018, 161: 665-675. DOI:10.1016/j.conbuildmat.2017.12.002.
[8] 朱海,许飞云,杨会超.基于近场动力学的二维疲劳裂纹扩展模型[J].东南大学学报(自然科学版),2020,50(4):705-711. DOI: 10.3969/j.issn.1001-0505.2020.04.015.
Zhu H, Xu F Y, Yang H C. Two-dimensional fatigue crack propagation model based on peridynamics[J]. Journal of Southeast University(Natural Science Edition), 2020, 50(4): 705-711. DOI:10.3969/j.issn.1001-0505.2020.04.015. (in Chinese)
[9] Bobaru F, Duangpanya M. A peridynamic formulation for transient heat conduction in bodies with evolving discontinuities[J].Journal of Computational Physics, 2012, 231(7): 2764-2785. DOI:10.1016/j.jcp.2011.12.017.
[10] Jabakhanji R, Mohtar R H. A peridynamic model of flow in porous media[J].Advances in Water Resources, 2015, 78: 22-35. DOI:10.1016/j.advwatres.2015.01.014.
[11] Wang Y T, Zhou X P, Kou M M. A coupled thermo-mechanical bond-based peridynamics for simulating thermal cracking in rocks[J].International Journal of Fracture, 2018, 211(1/2): 13-42. DOI:10.1007/s10704-018-0273-z.
[12] 王彩云,姜冬菊,黄丹.基于常规态型近场动力学的热力耦合变形破坏分析[J].应用力学学报,2020,37(3):938-944, 1382. DOI:10.11776/cjam.37.03.E107.
Wang C Y, Jiang D J, Huang D. Coupled thermo-mechanical deformation and failure analysis based on ordinary state-based peridynamics[J]. Chinese Journal of Applied Mechanics, 2020, 37(3): 938-944, 1382. DOI:10.11776/cjam.37.03.E107. (in Chinese)
[13] Wang L C, Soda M, Ueda T. Simulation of chloride diffusivity for cracked concrete based on RBSM and truss network model[J].Journal of Advanced Concrete Technology, 2008, 6(1): 143-155.DOI:10.3151/jact.6.143.
[14] Bobaru F, Yang M J, Alves L F, et al. Convergence, adaptive refinement, and scaling in 1D peridynamics[J].International Journal for Numerical Methods in Engineering, 2009, 77(6): 852-877. DOI:10.1002/nme.2439.