بررسی تأثیر استفاده از نانو تیوب های کربنی چند دیواره در افزایش مقاومت خمشی و قابلیت جذب انرژی ملات های سیمانی

[1] A. Keyvani, “Huge opportunities for industry of nanofibrous concrete technology,” International

Journal of Nanoscience and Nanotechnology, vol. 3,no. 1, pp. 3–11, 2007.

[2] M. S. Konsta-Gdoutos, Z. S. Metaxa, and S. P. Shah,“Multi-scale mechanical and fracture characteristics

and early-age strain capacity of high performance carbon nanotube/cement nanocomposites,” Cement

and Concrete Composites, vol. 32, no. 2, pp. 110–115,Feb. 2010.

[3] T. Kowald, N. Dörbaum, and R. Trettin, “Influence of Carbon Nanotubes on the micromechanical properties

of a model system for ultra-high performance concrete,” in Second International Symposium on Ultra High Performance Concrete, 2008, pp. 129–134.

[4] N. Grobert, “Carbon nanotubes–becoming clean,”Materials Today, vol. 10, no. 1, pp. 28–35, 2007.

[5] M. S. Dresselhaus, G. Dresselhaus, and P. Avouris,Carbon nanotubes: synthesis, structure, properties and

applications. Springer, 2001.

[6] M. Terrones, “Science and technology of the twentyfirst century: Synthesis, Properties, and Applications

of Carbon Nanotubes,” Annual Review of Materials Research, pp. 419–501, Aug. 2003.

[7] M. S. Konsta-Gdoutos, Z. S. Metaxa, and S. P. Shah, “Highly dispersed carbon nanotube reinforced cement

based materials,” Cement and Concrete Research,vol. 40, no. 7, pp. 1052–1059, 2010.

[8] T. Nochaiya and A. Chaipanich, “Behavior of multi-walled carbon nanotubes on the porosity and microstructure of cement-based materials,” Applied Surface Science, vol. 257, no. 6, pp. 1941–1945, 2011.

[9] J. Vera-Agullo, V. Chozas-Ligero, D. Portillo-Rico,M. J. García-Casas, A. Gutiérrez-Martínez, J. M.

Mieres-Royo, and J. Grávalos-Moreno1, “Mortar and Concrete Reinforced with Nanomaterials,” in Nanotechnology in Construction 3, 2009, pp. 383–388.

[10] Z. S. Metaxa, M. S. Konsta-Gdoutos, and S. P. Shah,“Carbon nanotubes reinforced concrete,” ACI Special

Publication, vol. 267, no. 2, pp. 11–20, 2009.

[11] S. Musso, J. Tulliani, G. Ferro, and A. Tagliaferro,“Influence of carbon nanotubes structure on the

mechanical behavior of cement composites,”Composites Science and Technology, vol. 69, no. 11–12, pp. 1985–1990, 2009.

[12] J. Makar, J. Margeson, and J. Luh, “Carbon Nanotube / Cement Composites – Early Results and Potential

Applications,” in 3rd International Conference on Construction Materials, 2005, pp. 1–10.

[13] G. Y. Li, P. Ming, and X. Zhao, “Mechanical behavior and microstructure of cement composites incorporating surface-treated multi-walled carbon nanotubes,” Carbon, vol. 43, pp. 1239–1245, 2005.

[14] Y. S. De Ibarra, J. J. Gaitero, E. Erkizia, and I. Campillo, “Atomic force microscopy and nanoindentation of

cement pastes with nanotube dispersions,” Physica status solidi, vol. 203, no. 6, pp. 1076–1081, 2006.

[15] S. Wansom, N. J. Kidner, L. Y. Woo, and T. O. Mason,“AC-impedance response of multi-walled carbon

nanotube / cement composites,” Cement & Concrete Composites, vol. 28, no. 6, pp. 509–519, 2006.

[16] A. Cwirzen, K. Habermehl-Cwirzen, and V. Penttala,“Surface decoration of carbon nanotubes and

mechanical properties of cement / carbon nanotube composites,” Advances in Cement Research, vol. 20,

no. 2, pp. 65–73, 2008.

[17] ASTM C 348, “Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars,” 2008.

[18] ASTM C 778, “Standard Specification for Standard Sand,” 2002.

[19] ASTM C 305, “Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of

Plastic Consistency.”

[20] X. Yu and E. Kwon, “A carbon nanotube/cement composite with piezoresistive properties,” Smart

Materials and Structures, vol. 18, no. 5, May 2009.

[21] B. Han, X. Yu, and J. Ou, “Dispersion of carbon nanotubes in cement-based composites and its

influence on the piezoresistivities of composites,”in ASME 2009 Conference on Smart Materials,

Adaptive Structures and Intelligent Systems, 2009.

[22] ASTM C 349, “Standard Test Method for Compressive Strength of Hydraulic-Cement Mortars ( Using

Portions of Prisms Broken in Flexure ),” 2008.