Toughening of Cement Composites with Wollastonite Micro-Fibers

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Title: Toughening of Cement Composites with Wollastonite Micro-Fibers

Author(s): Vikram Dey, Amir Bonakdar, Mehdi Bakhshi and Barzin Mobasher

Publication: Symposium Paper

Volume: 319

Issue:

Appears on pages(s): 10.1-10.16

Keywords: wollastonite, fracture, shrinkage, digital image correlation, fibers, crack width

DOI: 10.14359/51700859

Date: 6/1/2017

Abstract:
Wollastonite, a calcium meta-silicate mineral with acicular microstructure can be used in cementbased materials for micro-reinforcing the brittle matrix. Contribution of wollastonite particles in toughening and crack mitigation of cement mortar systems in its early age and hardened state, were studied. Elaborate testing was conducted to quantify the ability of wollastonite to restrain early age plastic shrinkage cracking, and fracture toughness of hardened cement mortar materials. Microstructural investigations on these blended systems validated the contribution of these wollastonite particles in the enhancement of mechanical properties through classical toughening mechanisms such as crack bridging, fiber pullout and rupture.

Related References:

1. Dey, V., Kachala, R., Bonakdar, A., Neithalath, N., Mobasher, B., “Quantitative 2D RestrainedShrinkage Cracking of Cement Paste with Wollastonite Microfibers”, Journal of Materials in CivilEngineering, ASCE, 2016, doi: 10.1061/(ASCE)MT.1943-5533.0001592

2. Banthia N, Gupta R. Plastic shrinkage cracking in cementitious repairs and overlays. MaterStruct 2009; 42(5):567-79.

3. Mora-Ruacho J, Gettu R, Aguado A. Influence of shrinkage-reducing admixtures on thereduction of plastic shrinkage cracking in concrete. Cem Concr Res 2009; 39(3):141-6.

4. Cohen MD, Olek J, Dolch WL. Mechanism of plastic cracking in portland cement and portlandcement-silica fume paste and mortar. Cem Concr Res 1990; 20(1):103-19.

5. Kwon SJ, Na UJ, Park SS, Jung SH. Service life prediction of concrete wharves with early-agedcrack: Probabilistic approach for chloride diffusion. Struct Saf 2009; 31(1):75-83.

6. Huang XM, Yang CY. Early-age concrete cover crack and its effects on concrete cover. KeyEng Mater 2006; 302-303:630-6.

7. Yoon IS, Schlangen E, de Rooij MR, van Breugel K. The effect of cracks on chloride penetrationinto concrete. Key Eng Mater 2007; 348-349:769-72.

8. Grzybowski M, Shah S. Shrinkage Cracking of Fiber Reinforced Concrete. ACI 1990;81(2):138-148.

9. Qi C, Weiss J, Olek J. Characterization of plastic shrinkage cracking in fiber reinforced concreteusing image analysis and a modified Weibull function. Materials and Structures 2003;36(260):386-395

10. Banthia N, Azzabi M, Pigeon M, Restrained shrinkage cracking in fiber reinforced cementitiouscomposites, Materials and Structures Rilem 1993; 26(161): 405-413.

11. Banthia N, Yan C. Shrinkage crackingin polyolefin fiber-reinforced concrete. ACI 2000;97:432-437.

12. Hannant, D. J.,”Fibre cements and fibre concretes”, John Wiley & Sons, Chicester, 1978, pp.219.

13. Li, Z., Mobasher, B., and Shah, S. P., “Characterization of interfacial properties in plateletreinforcedcementitious composites”, Journal of the American Ceramic Society, 1991, Vol. 74 (9),pp. 2156-64.

14. Ransinchung, G.D., Kumar, B., Kumar, V., “Assessment of water absorption and chloride ionpenetration of pavement quality concrete admixed with wollastonite and microsilica”,Construction and Building Materials, 2009, Vols. 23, pp.1168 – 1177.

15. Beaudoin, J. J., Low, N., M., P.,“The flexural toughness and ductility of Portland cementbasedBinders reinforced with wollastonite micro-fibres”, Cement and Concrete Research, 1994,Vol. 24, No. 2, pp. 250-258.

16. Beaudoin, J. J., Low, N., M., P.,“Flexural strength and microstructure of cement bindersreinforced with wollastonite micro-fibres”, Cement and Concrete Research, 1993, Vol. 23, pp.905-916.

17. NYCO, Brand of S&B Group, Technical Document, “Physical Properties of Wollastonite”,Internet Source: http://www.sandb.com/wp-content/uploads/Physical-Properties-Overview.pdf

18. Beaudoin, J. J., Low, N., M., P., “Mechanical properties of high performance cement bindersreinforced with wollastonite micro-fibers”, Cement and Concrete Research, 1992, Vol. 22, pp.981-989.

19. Solliman, A.M., Nehdi, M.L., "Effects of shrinkage reducing admixture and wollastonitemicroplatelet on early-age behavior of ultra-high performance concrete", Cement & ConcreteComposites, Vol. 46, 2014, pp. 81-89.

20. RILEM Technical Committee 89-FMT, ‘Determination of Fracture Parameters (KIC andCTODc) of Plain Concrete Using Three-Point Bend Tests’, RILEM Draft Recommendations,Materials and Structures, 23 (No. 6) (1990) 457–460.

21. Jenq, S.M.Y., Shah, S.P., “Two parameter fracture model for concrete”, Journal ofEngineering Mechanics, ASCE, 1985, Vol. 111 (19), pp. 1227 – 1241.

22. Mobasher, B., Peled, A., “Use of r-curves for characterization of toughening in plateletreinforced concrete,” Proceedings, International Conferences on Fracture Mechanics of Concreteand Concrete Structures (FraMCoS V) Vail Colorado, 2004. pp.1137-1143

23. Arino, A., Mobasher, B., “Effect of ground copper slag on strength and toughness ofcementitious mixes”, ACI Materials Journal, 1999, Title no. 96-M10, pp. 68-73

24. Bakhshi, M., and Mobasher, B. (2011). “Experimental observations of vacuum drying of earlyagePortland cement paste.” Cem. Concr. Compos., 49333(4), 474–484.

25. Dey, V., Kachala, R., Bonakdar, A., and Mobasher, B. (2015). “Mechanical properties ofmicro and sub-micron properties of wollastonite fibers in cementitious composites.” ConstructionBuilding Material, 82, 351–359.

26 Bakhshi M , Mobasher B. Experimental observations of vacuum drying of early-age Portlandcement paste. Cement and Concrete Composites 2011; 31:474-484.

27 Bakhshi M, Mobasher B, Soranakom C. Moisture Loss Characteristics of Cement-BasedMaterials under Early-Age Drying and Shrinkage Conditions. Construction and Building Materials2012; 30:413–425.

28. Copeland, L.E., Hayes, J.C. Determination of non-evaporable water in hardened Portlandcementpaste. ASTM Bulletin 1953; 194:70-4.

29. Dey, V., Dakhane, A., Neithalath, N., Mobasher, B. Digital Image Correlation on a 2DRestrained Slab to Quantify the Early-Age Shrinkage Cracking Characteristics of Binder Systems.2015, ACI Fall Convention, Denver, CO.