[ 1 ] Brundtland GH. Our common future: report of the World Commission on Environment and Development. Oxford: Oxford University Press; 1987. 链接1

[ 2 ] Rokugo K, Kanda T, Yokota H, Sakata N. Applications and recommendations of high performance fiber reinforced cement composites with multiple fine cracking (HPFRCC) in Japan. Mater Struct 2009;42(9):1197–208. 链接1

[ 3 ] Wang K, Jansen DC, Shah SP, Karr AF. Permeability study of cracked concrete. Cement Concr Res 1997;27(3):381–93. 链接1

[ 4 ] Lepech MD, Li VC. Water permeability of engineered cementitious composites. Cement Concr Compos 2009;31(10):744–53. 链接1

[ 5 ] Sahmaran M, Li M, Li VC. Transport properties of engineered cementitious composites under chloride exposure. ACI Mater J 2007;104(6):604–11. 链接1

[ 6 ] Liu H, Zhang Q, Gu C, Su H, Li VC. Influence of micro-cracking on the permeability of engineered cementitious composites. Cement Concr Compos 2016;72:104–13. 链接1

[ 7 ] Djerbi A, Bonnet S, Khelidj A, Baroghel-bouny V. Influence of traversing crack on chloride diffusion into concrete. Cement Concr Res 2008;38(6):877–83. 链接1

[ 8 ] Sahmaran M, Yaman _ IÖ. Influence of transverse crack width on reinforcement corrosion initiation and propagation in mortar beams. Can J Civ Eng 2008;35 (3):236–45. 链接1

[ 9 ] Blagojevic A. The influence of cracks on the durability and service life of reinforced concrete structures in relation to chloride-induced corrosion [dissertation]. Delft: Delft University of Technology; 2016. 链接1

[10] Wang S, Li VC. Engineered cementitious composites with high-volume fly ash. ACI Mater J 2007;104(3):233–41. 链接1

[11] Li VC, Stang H. Elevating FRC material ductility to infrastructure durability. In: Proceedings of the 6th RILEM Symposium Fiber-Reinforced Concretes; 2004 Sep 20–22; Varenna, Italy; 2004. p. 171–86.

[12] Miyazato S, Hiraishi Y. Transport properties and steel corrosion in ductile fiber reinforced cement composites. In: Proceedings of the 11th International Conference on Fracture; 2005 Mar 20–25; Turin, Italy; 2005. p. 1500–5.

[13] Sahmaran M, Li VC, Andrade C. Corrosion resistance performance of steelreinforced engineered cementitious composite beams. ACI Mater J 2008;105 (3):243–50. 链接1

[14] Sahmaran M, Lachemi M, Li VC. Assessing the durability of engineered cementitious composites under freezing and thawing cycles. J ASTM Int 2009;6(7):JAI102406. 链接1

[15] Van Zijl GPAG, Wittmann FH, Oh BH, Kabele P, Toledo Filho RD, Fairbairn EMR, et al. Durability of strain-hardening cement-based composites (SHCC). Mater Struct 2012;45(10):1447–63. 链接1

[16] Ranade R, Zhang J, Lynch JP, Li VC. Influence of micro-cracking on the composite resistivity of engineered cementitious composites. Cement Concr Res 2014;58:1–12. 链接1

[17] Lepech MD, Li VC. Application of ECC for bridge deck link slabs. Mater Struct 2009;42(9):1185–95. 链接1

[18] Keoleian GA, Kendall A, Dettling JE, Smith VM, Chandler RF, Lepech MD, et al. Life cycle modeling of concrete bridge design: comparison of engineered cementitious composite link slabs and conventional steel expansion joints. J Infrastruct Syst 2005;11(1):51–60. 链接1

[19] Yang EH, Yang Y, Li VC. Use of high volumes of fly ash to improve ECC mechanical properties and material greenness. ACI Mater J 2007;104 (6):620–8. 链接1

[20] Zhou J, Qian S, Sierra Beltran MG, Ye G, van Breugel K, Li VC. Development of engineered cementitious composites with limestone powder and blast furnace slag. Mater Struct 2010;43(6):803–14. 链接1

[21] Huang X, Ranade R, Li VC. Feasibility study of developing green ECC using iron ore tailings powder as cement replacement. J Mater Civ Eng 2013;25 (7):923–31. 链接1

[22] Ohno M, Li VC. A feasibility study of strain hardening fiber reinforced fly ash-based geopolymer composites. Constr Build Mater 2014;57: 163–8. 链接1

[23] Lepech MD, Li VC, Robertson RE, Keoleian GA. Design of green engineered cementitious composites for improved sustainability. ACI Mater J 2008;105 (6):567–75. 链接1

[24] Huang X, Ranade R, Ni W, Li VC. Development of green engineered cementitious composites using iron ore tailings as aggregates. Constr Build Mater 2013;44:757–64. 链接1

[25] Soltan DG, das Neves P, Olvera A, Savastano Junior H, Li VC. Introducing a curauá fiber reinforced cement-based composite with strain-hardening behavior. Ind Crops Prod 2017;103:1–12. 链接1

[26] Fischer G, Li VC. Effect of matrix ductility on deformation behavior of steelreinforced ECC flexural members under reversed cyclic loading conditions. ACI Struct J 2002;99(6):781–90. 链接1

[27] Fukuyama H, Sato Y, Li VC, Matsuzaki Y, Mihashi H. Ductile engineered cementitious composite elements for seismic structural application. In: Proceedings of the 12th World Conference on Earthquake Engineering; 2000 Jan 30–Feb 4; Auckland, New Zealand; 2000.

[28] Fischer G, Fukuyama H, Li VC. Effect of matrix ductility on the performance of reinforced ECC column members under reversed cyclic loading conditions. In: Proceedings of the JCI International Workshop on Ductile Fiber Reinforced Cementitious Composites: Application and Evaluation; 2002 Oct 21–22; Takayama, Japan; 2002. p. 269–78.

[29] Parra-Montesinos G, Wight JK. Seismic response of exterior RC column-tosteel beam connections. J Struct Eng 2000;126(10):1113–21. 链接1

[30] Fischer G, Li VC. Intrinsic response control of moment-resisting frames utilizing advanced composite materials and structural elements. ACI Struct J 2003;100(2):166–76. 链接1

[31] Kesner K, Billington SL. Investigation of infill panels made from engineered cementitious composites for seismic strengthening and retrofit. J Struct Eng 2005;131(11):1712–20. 链接1

[32] Dehghani A, Nateghi-Alahi F, Fischer G. Engineered cementitious composites for strengthening masonry infilled reinforced concrete frames. Eng Struct 2015;105:197–208. 链接1

[33] Kanda T, Nagai S, Maruta M, Yamamoto Y. New high-rise R/C structure using ECC coupling beams. In: Proceedings of the 2nd International RILEM Conference on Strain Hardening Cementitious Composites; 2011 Dec 12–14; Rio de Janeiro, Brazil; 2011. p. 289–96.

[34] Alkan C. Enthalpy of melting and solidification of sulfonated paraffins as phase change materials for thermal energy storage. Thermochim Acta 2006;451(1– 2):126–30. 链接1

[35] Desai D, Miller M, Lynch JP, Li VC. Development of thermally adaptive engineered cementitious composite for passive heat storage. Constr Build Mater 2014;67(Pt C):366–72. 链接1

[36] Yang Y, Lepech MD, Yang EH, Li VC. Autogenous healing of engineered cementitious composites under wet–dry cycles. Cement Concr Res 2009;39 (5):382–90. 链接1

[37] De Rooij M, van Tittelboom K, de Belie N, Schlangen E. Self-healing phenomena in cement-based materials. Dordrecht: Springer; 2013. 链接1

[38] Fan S, Li M. X-ray computed microtomography of three-dimensional microcracks and self-healing in engineered cementitious composites. Smart Mater Struct 2015;24(1):015021. 链接1

[39] Kan LL, Shi HS, Sakulich AR, Li VC. Self-healing characterization of engineered cementitious composite materials. ACI Mater J 2010;107(6):617–24. 链接1

[40] Yıldırım G, Khiavi AH, Yesilmen S, Sahmaran M. Self-healing performance of aged cementitious composites. Cement Concr Compos 2018;87:172–86. 链接1

[41] Yamamoto A, Watanabe K, Li VC, Niwa J. Effect of wet–dry condition on selfhealing property of early-age ECC. Jap Concr Inst 2010;32(1):251–6. 链接1

[42] Cassar L, Beeldens A, Pimpinelli N, Guerrini GL. Photocatalysis of cementitious materials. In: Proceedings of the International RILEM Symposium on Photocatalysis, Environment and Construction Materials; 2007 Oct 8– 9; Florence, Italy. Paris: RILEM Publications SARL; 2007. p. 131–45. 链接1

[43] Cassar L. Photocatalysis of cementitious materials: clean buildings and clean air. MRS Bull 2004;29(5):328–31. 链接1

[44] Zhao A, Yang J, Yang EH. Self-cleaning engineered cementitious composites. Cement Concr Compos 2015;64:74–83. 链接1

[45] Chung DDL. Self-monitoring structural materials. Mater Sci Eng Rep 1998;22 (2):57–78. 链接1

[46] Hou T, Lynch JP. Tomographic imaging of crack damage in cementitious structural components. In: Proceedings of the 4th International Conference on Earthquake Engineering; 2006 Oct 12–13; Taipei, China; 2006.