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Source: 03_papers/chapter2_foundational_papers.md open raw

Chapter 2 Foundational Papers

Source: Victor C. Li, Engineered Cementitious Composites (ECC), Chapter 2 references.

A. Core micromechanics and multiple cracking

Ref. Citation Atlas role
1 Li, V.C., Stang, H., Krenchel, H. (1993). Micromechanics of crack bridging in fibre-reinforced concrete. Materials and Structures, 26(8), 486–494. crack bridging micromechanics
2 Li, V.C., Leung, C. (1992). Steady-state and multiple cracking of short random fiber composites. Journal of Engineering Mechanics, 118(11), 2246–2264. steady-state cracking and multiple cracking foundation
3 Li, V.C. (1993). From micromechanics to structural engineering: the design of cementitious composites for civil engineering applications. JSCE Journal of Structural Mechanics and Earthquake Engineering, 10(I-24), 37s–48s. micromechanics-to-structural design bridge
4 Lin, Z., Li, V.C. (1997). Crack bridging in fiber reinforced cementitious composites with slip-hardening interfaces. Journal of the Mechanics and Physics of Solids, 45(5), 763–787. slip-hardening interface and bridging law
8 Yang, E., Li, V.C. (2007). Numerical study on steady-state cracking of composites. Composites Science and Technology, 67(2), 151–156. numerical verification of flat crack propagation
9 Marshall, D.B., Cox, B.N. (1988). A J-integral method for calculating steady-state matrix cracking stresses in composites. Mechanics of Materials, 7, 127–133. energy criterion ancestor from ceramic composites
10 Kanda, T., Li, V.C. (2006). Practical design criteria for saturated pseudo strain hardening behavior in ECC. Journal of Advanced Concrete Technology, 4(1), 59–72. practical PSH criteria and robustness margins
52 Leung, C.K.Y. (1996). Design criteria for pseudoductile fiber-reinforced composites. Journal of Engineering Mechanics, 122(1), 10–18. pseudoductile composite design criteria

B. Fiber bridging, pullout, and interface tailoring

Ref. Citation Atlas role
12 Wang, Y., Backer, S., Li, V.C. (1989). A statistical tensile model of fibre reinforced cementitious composites. Composites, 20(3), 265–274. statistical tensile model
15 Li, V.C., Wang, Y., Backer, S. (1990). Effect of inclining angle, bundling and surface treatment on synthetic fibre pull-out from a cement matrix. Composites, 21(2), 132–140. inclination, bundling, surface treatment in pullout
17 Yang, E.-H., Wang, S., Yang, Y., Li, V.C. (2008). Fiber-bridging constitutive law of engineered cementitious composites. Journal of Advanced Concrete Technology, 6(1), 181–193. direct fiber bridging constitutive law
19 Redon, C., Li, V.C., Wu, C., Hoshiro, H., Saito, T., Ogawa, A. (2001). Measuring and modifying interface properties of PVA fibers in ECC matrix. Journal of Materials in Civil Engineering, 13, 399–406. PVA interface measurement and modification
20 Lin, Z., Kanda, T., Li, V.C. (1999). On interface property characterization and performance of fiber reinforced cementitious composites. Journal of Concrete Science, 1, 173–184. interface property characterization
22 Wang, Y., Li, V.C., Backer, S. (1988). Modelling of fibre pull-out from a cement matrix. International Journal of Cement Composites and Lightweight Concrete, 10(3), 143–149. fiber pullout modeling
24 Leung, C.K.Y., Li, V.C. (1992). Effect of fiber inclination on crack bridging stress in brittle fiber reinforced brittle matrix composites. Journal of the Mechanics and Physics of Solids, 40(6), 1333–1362. fiber inclination and crack bridging stress
25 Kanda, T., Li, V.C. (1998). Interface property and apparent strength of high-strength hydrophilic fiber in cement matrix. Journal of Materials in Civil Engineering, 10(1), 5–13. hydrophilic fiber interface
26 Kanda, T., Li, V.C. (1999). Effect of fiber strength and fiber-matrix interface on crack bridging in cement composites. Journal of Engineering Mechanics, 125(3), 290–299. fiber strength-interface interaction
28 Katz, A., Li, V.C. (1996). A special technique for determining the bond strength of micro-fibres in cement matrix by pullout test. Journal of Materials Science Letters, 15(20), 1821–1823. pullout test technique
39 Li, V.C., Wang, S., Wu, C. (2001). Tensile strain-hardening behavior of PVA-ECC. ACI Materials Journal, 98(6), 483–492. PVA-ECC strain hardening
40 Li, V.C., Wu, C., Wang, S., Ogawa, A., Saito, T. (2002). Interface tailoring for strain-hardening PVA-ECC. ACI Materials Journal, 99(5), 463–472. interface tailoring PVA-ECC

C. Matrix tailoring, flaws, and fiber dispersion

Ref. Citation Atlas role
6 Li, V.C., Wang, S. (2006). Microstructure variability and macroscopic composite properties of high performance fiber reinforced cementitious composites. Probabilistic Engineering Mechanics, 21(3), 201–206. variability, flaw distribution, composite properties
35 Tosun-Felekoglu, K., Felekoglu, B., Ranade, R., Lee, B.Y., Li, V.C. (2014). The role of flaw size and fiber distribution on tensile ductility of PVA-ECC. Composites Part B, 56, 536–545. flaw size and fiber distribution; directly relevant to Professor Lee
37 Lu, C., Leung, C.K.Y., Li, V.C. (2018). Flaw distribution and cracking strength in ECC. Cement and Concrete Research, 107, 64–74. flaw distribution and cracking strength
44 Wang, S. (2005). Micromechanics Based Matrix Design for Engineered Cementitious Composites. University of Michigan. matrix design thesis
45 Wang, S., Li, V.C. (2004). Tailoring of pre-existing flaws in ECC matrix for saturated strain hardening. FraMCoS 2004, Vail, Colorado, 1005–1012. artificial flaw tailoring foundation
46 Wang, S., Li, V.C. (2006). High-early-strength engineered cementitious composites. ACI Materials Journal, 103(2), 97–105. artificial flaws to recover ductility in high-early-strength ECC
47 Li, M., Li, V.C. (2011). High-early-strength ECC for fast, durable concrete repair: material properties. ACI Materials Journal, 108(1), 3–12. repair material and ductility recovery
48 Li, M., Li, V.C. (2012). Rheology, fiber dispersion, and robust properties of ECC. Materials and Structures, 46(3), 405–420. rheology and fiber dispersion
49 Zhou, J., Qian, S., Ye, G., Copuroglu, O., Van Breugel, K., Li, V.C. (2012). Improved fiber distribution and mechanical properties of ECC by adjusting the mixing sequence. Cement and Concrete Composites, 34(3), 342–348. mixing sequence and fiber distribution
50 Felekoğlu, B., Tosun-Felekoğlu, K., Gödek, E. (2015). A novel method for determination of polymeric micro-fiber distribution of cementitious composites exhibiting multiple cracking under tensile loading. Construction and Building Materials, 86, 85–94. fiber distribution measurement

D. Application-specific or adjacent references from Chapter 2

Ref. Citation Atlas role
13 Ranade, R., Li, V.C., Stults, M.D., Rushing, T.S., Roth, J., Heard, W.F. (2013). Micromechanics of high-strength, high-ductility concrete. ACI Materials Journal, 110(4), 375–384. high-strength high-ductility concrete
14 Lu, C., Leung, C.K.Y. (2017). Theoretical evaluation of fiber orientation and effects in ECC with various thicknesses. Cement and Concrete Research, 95, 240–246. fiber orientation and thickness effect
16 Pereira, E.B., Fischer, G., Barros, J. (2012). Direct assessment of tensile stress-crack opening behavior of SHCC. Cement and Concrete Research, 42(6), 834–846. direct bridging assessment
18 Yu, J., Leung, C.K.Y. (2018). Novel experimental method to determine crack-bridging relationship of SHCC using digital image processing. SHCC-4, 55–62. digital image processing bridging method

Priority for next extraction

  1. Refs. 2, 4, 10, 17, 35, 37, 45.
  2. Extract DOI and PDFs where available.
  3. Create paper cards for each priority paper.
  4. Link Refs. 35 and 45 directly to flaw_design.md and low_fiber_egc.md.