Abstract
Textile fine grained mortar (TFGM) is a composite construction material which provides another alternative to strengthen and repair existing concrete structures. TFGM is a combination of fine grained mortar (FGM) made of waste material with textile fabrics. The strengthening approach significantly increases both the ultimate load carrying capacity and the serviceability. FGM is a special binder matrix with maximum grain size of 600–1 mm. Therefore, less than 2 mm mortar thickness is needed between the textile layers due to the small aggregate size. In addition, 10 % of cement content in FGM is replaced by palm oil fuel ash (POFA) as a waste material. The utilization POFA can reduce the carbon dioxide emission generated by cement, which can be harmful to the environment In this study, plain concrete prism with size of 100 mm × 100 mm × 500 mm was produced. Specimens were strengthened by using alkali resistant (AR) glass fabrics impregnated with FGM. Four levels of strengthening consisting of 2, 4, 6 and 8 layers fabric were used on three replicate specimens in each category. Strengthened concrete prisms were subjected to monotonic load with three-point bending test to determine the effect of the strengthening process and the number of fabric layers on the behaviour of concrete prism. The recorded measurements on the test specimens were evaluated for the ultimate flexural strength and deflection. TFGM significantly contributed on the flexural load carrying capacity and ductility of concrete prisms. The contribution of these composites varies according to the number of fabric layers. The flexural capacity increased about threefold from unstrengthened plain concrete prism.
Research Acculturation Grant scheme (RAGS) VOT R035, Universiti Tun Hussein Onn Malaysia.
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References
M. Gencoglu, “Monotonic and cyclic flexural behavior of plain concrete beams strengthened by fabric-cement based composites,” pp. 1961–1966, 2005.
T. Tysmans, S. Adriaenssens, H. Cuypers, and J. Wastiels, “Structural analysis of small span textile reinforced concrete shells with double curvature,” Compos. Sci. Technol., vol. 69, no. 11–12, pp. 1790–1796, Sep. 2009.
T. Blanksvärd, L. Tech, and P. D. Student, “Strengthening of concrete structures with cement based bonded composites,” Nord. Concr. Res., vol. 2, pp. 133–154, 2008.
W. Y. W. Yusof, S. H. Adnan, Z. Jamellodin, and N. S. Mohammad, “Strength Development of Fine Grained Mortar Containing Palm Oil Fuel Ash as a Partial Cement Replacement,” vol. 774, pp. 964–968, 2015.
P. Chindaprasirt, S. Homwuttiwong, and C. Jaturapitakkul, “Strength and water permeability of concrete containing palm oil fuel ash and rice husk–bark ash,” Constr. Build. Mater., vol. 21, no. 7, pp. 1492–1499, Jul. 2007.
M. R. Karim, M. F. M. Zain, M. Jamil, and F. C. Lai, “Significance of Waste Materials in Sustainable Concrete and Sustainable Development,” in International Journal of Biotechnology and Environmental Management, 2011, vol. 18, pp. 43–47.
E. T. Dawood and M. Ramli, “Properties of High Strength Flowable Mortar Reinforced With Different Fibers .,” vol. 2, no. December, pp. 315–325, 2011.
A. Brückner, R. Ortlepp, and M. Curbach, “Textile reinforced concrete for strengthening in bending and shear,” Mater. Struct., vol. 39, no. 8, pp. 741–748, Sep. 2006.
T. Brockmann, “Mechanical and Fracture Mechanical Properties of Fine Grained Concrete for Textile Reinforced Composites,” RWTH Aachen, 2005.
J. Hartig, U. Häußler-Combe, and K. Schicktanz, “Influence of bond properties on the tensile behaviour of Textile Reinforced Concrete,” Cem. Concr. Compos., vol. 30, no. 10, pp. 898–906, Nov. 2008.
M. Butler, V. Mechtcherine, and S. Hempel, “Experimental investigations on the durability of fibre–matrix interfaces in textile-reinforced concrete,” Cem. Concr. Compos., vol. 31, no. 4, pp. 221–231, Apr. 2009.
R. Ortlepp, U. Hampel, and M. Curbach, “A new approach for evaluating bond capacity of TRC strengthening,” Cem. Concr. Compos., vol. 28, no. 7, pp. 589–597, Aug. 2006.
B. Banholzer, T. Brockmann, and W. Brameshuber, “Material and bonding characteristics for dimensioning and modelling of textile reinforced concrete (TRC) elements,” Mater. Struct., vol. 39, no. 8, pp. 749–763, Jul. 2006.
J. Hegger and S. Voss, “Investigations on the bearing behaviour and application potential of textile reinforced concrete,” Eng. Struct., vol. 30, no. 7, pp. 2050–2056, Jul. 2008.
K. Erdogdu and P. Tucker, “Effect of Fly Ash Particles Size on Strength of Portland Cement Fly Ash Mortars,” Cem. Conrete Res., vol. 28, no. 9, pp. 1217–1222, 1998.
S. Xu and M. Krüger, “Bond characteristics of carbon, alkali resistant glass, and aramid textiles in mortar,” J. Mater. Civ. …, no. May 2012, pp. 356–364, 2004.
J. Hegger, N. Will, O. Bruckermann, and S. Voss, “Load–bearing behaviour and simulation of textile reinforced concrete,” Mater. Struct., vol. 39, no. 8, pp. 765–776, Jul. 2006.
P. Chindaprasirt, C. Jaturapitakkul, and T. Sinsiri, “Effect of fly ash fineness on compressive strength and pore size of blended cement paste,” Cem. Concr. Compos., vol. 27, no. 4, pp. 425–428, Apr. 2005.
M. Kuroda, T. Watanabe, and N. Terashi, “Increase of bond strength at interfacial transition zone by the use of fly ash,” Cem. Concr. Res., vol. 30, no. February 1999, pp. 253–258, 2000.
Y. Wong, L. Lam, C. Poon, and F. Zhou, “Properties of fly ash-modified cement mortar-aggregate interfaces,” Cem. Concr. Res., vol. 29, no. 1999, pp. 1905–1913, 1999.
K. Turk, “Viscosity and hardened properties of self-compacting mortars with binary and ternary cementitious blends of fly ash and silica fume,” Constr. Build. Mater., vol. 37, pp. 326–334, Dec. 2012.
V. Sata, J. Tangpagasit, C. Jaturapitakkul, and P. Chindaprasirt, “Effect of W/B ratios on pozzolanic reaction of biomass ashes in Portland cement matrix,” Cem. Concr. Compos., vol. 34, no. 1, pp. 94–100, Jan. 2012.
W. Tangchirapat, C. Jaturapitakkul, and K. Kiattikomol, “Compressive strength and expansion of blended cement mortar containing palm oil fuel ash,” J. Mater. Civ. Eng., no. August, pp. 426–431, 2009.
W. Kroehong, T. Sinsiri, C. Jaturapitakkul, and P. Chindaprasirt, “Effect of palm oil fuel ash fineness on the microstructure of blended cement paste,” Constr. Build. Mater., vol. 25, no. 11, pp. 4095–4104, Nov. 2011.
M. Ramli and E. T. Dawood, “High-strength flowable mortar reinforced by steel fiber,” Slovak J. Civ. Eng., vol. 0, no. 3, pp. 10–16, 2011.
W. Brameshuber, Report 36: Textile Reinforced Concrete-State-of-the-Art Report of RILEM TC 201-TRC. Vol. 36. RILEM publications, 2006.
S. M. Harle, “Review on the Performance of Glass Fiber Reinforced Concrete,” vol. 5, no. 3, pp. 281–284, 2014.
H. M. Elsanadedy, T. H. Almusallam, S. H. Alsayed, and Y. A. Al-Salloum, “Flexural strengthening of RC beams using textile reinforced mortar—Experimental and numerical study,” Compos. Struct., vol. 97, pp. 40–55, Mar. 2013.
ASTM International, “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use,” 2013.
British Standard, “BS 4551:2005-Mortar—Methods of test for mortar—Chemical analysis and physical testing,” 2005.
British Standard, “BS EN 196-1:2005. Methods of testing cement—Part 1: Determination of stength,” 2005.
British Standard, “BS EN 196-3:2005. Methods of testing cement—Part 1: Determination of setting times and soundness,” 2005.
A. M. Neville, Properties of Concrete, 5th ed. England: Pearson Education Limited, 2011.
R. S. Ravindrarajah and M. Mansour, “Current Practices on Cement Rendering in Australia,” no. 979, pp. 21–22, 2009.
Acknowledgments
The author would like to express our appreciation to the laboratory technical staff and members of the Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia (UTHM) and Universiti Teknologi MARA (UiTM) for their support and cooperation.
This work was supported in part by UTHM through the Research Acculturation Grant Scheme (RAGS) VOT R035 from the Ministry of Education Malaysia
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Jamellodin, Z., Saman, H.M., Adnan, S.H., Mohammad, N.S., Yusof, W.Y.W. (2016). TFGM a New Composite Material with Palm Oil Fuel Ash. In: Yusoff, M., Hamid, N., Arshad, M., Arshad, A., Ridzuan, A., Awang, H. (eds) InCIEC 2015. Springer, Singapore. https://doi.org/10.1007/978-981-10-0155-0_41
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