Durability and Performance of Ferrocement Infill Wall Panel
Vol. 5 No. 6 (2019): June
Research Articles
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Ferrocement is composed of cement mortar reinforced with small diameter closely spaced steel wire mesh to form a thin section conforming high performance of serviceability. The present study investigates the performance of ferrocement panels focused on the mechanical properties, water absorption and durability. A series of specimens were cast with single and double mesh layers. Flexural performance was carried out following sixty days in temperature cycle and in corrosion cell. These results was compared with the controlled sample. The test results shows that the flexural strength performance was reduced by 52% and 35% for single and double layer wire mesh samples respectively followed by corrosion environment. First crack load also changed after completion of sixty temperature cycles. This load is 27.3%, 42.3% and 31.8% of failure load for controlled sample, sample in room air after every temperature cycle and samples in room air following quenching after every temperature cycle respectively for single mesh layer sample, and for double mesh layer sample these values are 38.9%, 30.1% and 17.7%. Early first crack is found for the samples following quenching and cooled in room air; however, both types of samples are in low absorption level. This data represents that double layer mesh specimen exhibits better when compared to single layer mesh specimen in strength and corrosion parameters.
[1] Naaman, A. E., "Ferrocement and Thin Fiber Reinforced Cement Composites: Looking Back, Looking Aheade". In: Seventh International Symposium on Ferrocement and Thin Reinforced cement Composites. pp.3–16. Singapore. 2001
[2] Batson, Gordon. "Ferrocement and Laminated Cementitious Composites.” Materials and Structures 33, no. 2 (March 2000): CO3–CO3. doi:10.1007/bf02484171.
[3] Silva, A. R. C., Proença, S. P. B., Billardon, R.and Hild, F., "A Probabilistic Approach to Predict Cracking in Lightly Reinforced Microconcrete Panels," Journal of Engineering Mechanics, Vol. 130(8), pp. 931–941, 2004. doi: 10.1061/(ASCE)0733-9399(2004)130%3A8(931).
[4] Yardim, Yavuz, and Ornela Lalaj. "Shear Strengthening of Unreinforced Masonry Wall with Different Fiber Reinforced Mortar Jacketing.” Construction and Building Materials 102 (January 2016): 149–154. doi:10.1016/j.conbuildmat.2015.10.095.
[5] Yardim, Yavuz, A.M.T. Waleed, Mohd. Saleh Jaafar, and Saleh Laseima. "AAC-Concrete Light Weight Precast Composite Floor Slab.” Construction and Building Materials 40 (March 2013): 405–410. doi:10.1016/j.conbuildmat.2012.10.011.
[6] Greepala, V. and Nimityongskul, P., "Structural integrity of ferrocement panels exposed to fire," Cement and Concrete Composites, Vol. 30(5), pp. 419– 430, 2008
[7] Greepala, Vatwong, and Pichai Nimityongskul. "Structural Integrity of Ferrocement Panels Exposed to Fire.” Cement and Concrete Composites 30, no. 5 (May 2008): 419–430. doi:10.1016/j.cemconcomp.2007.08.007.
[8] Ramesht, M. H., I. VICKRIDGE, and M. I. Jafar. "The monitoring of reinforcement corrosion in ferrocement." Journal of ferrocement 23, no. 4 (1993): 289-299.
[9] Yardim, Yavuz. "Review of Research on the Application of Ferrocement in Composite Precast Slabs.” Periodica Polytechnica Civil Engineering (June 1, 2018). doi:10.3311/ppci.11737.
[10] Shaikh, Faiz Uddin Ahmed. "Review of Mechanical Properties of Short Fibre Reinforced Geopolymer Composites.” Construction and Building Materials 43 (June 2013): 37–49. doi:10.1016/j.conbuildmat.2013.01.026.
[11] Thanoon, Waleed A., Yavuz Yardim, M.S. Jaafar, and J. Noorzaei. "Structural Behaviour of Ferrocement–brick Composite Floor Slab Panel.” Construction and Building Materials 24, no. 11 (November 2010): 2224–2230. doi:10.1016/j.conbuildmat.2010.04.034.
[12] Memon, Noor Ahmed, Salihuddin Radin Sumadi, and Mahyuddin Ramli. "Performance of High Wokability Slag-Cement Mortar for Ferrocement.” Building and Environment 42, no. 7 (July 2007): 2710–2717. doi:10.1016/j.buildenv.2006.07.015.
[13] Kondraivendhan, B., and Bulu Pradhan. "Effect of Ferrocement Confinement on Behavior of Concrete.” Construction and Building Materials 23, no. 3 (March 2009): 1218–1222. doi:10.1016/j.conbuildmat.2008.08.004.
[14] Masood, A, M Arif, S Akhtar, and M Haquie. "Performance of Ferrocement Panels in Different Environments.” Cement and Concrete Research 33, no. 4 (April 2003): 555–562. doi:10.1016/s0008-8846(02)01003-7.
[15] Desayi, Prakash, and Said A. El-Kholy. "Lightweight Fibre-Reinforced Ferrocement in Tension.” Cement and Concrete Composites 13, no. 1 (January 1991): 37–48. doi:10.1016/0958-9465(91)90045-j.
[16] Hussin, Mohd Warid. "Deflection and cracking performance of fibrous ferrocement thin sheets." J Ferrocement 21, no. 1 (1991): 31-41.
[17] Clear K.A. "Time-to- Corrosion of Reinforcing Steel in Concrete Slabe, V.1 :Effect of Mix Design and Construction. Washington, DC: FHWA-RD- 73-32, Federal Highway, 1973.
[18] ACI Committee 5492R, "Report on Thin Reinforced Cementitious Products”, Farmington Hills, Michigan. ACI, 5492R-04, 2004.
[19] Sattar, M.A. and Khan M.N.H., "Sixty Years of Climatic Phenomena in Dhaka Division,” Bangladesh J. Environ. Science, Vol. 24, pp. 109-113, 2013.
[20] Mansur, M. A., P. Paramasivam, T. H. Wee, and H. B. Lim. "Durability of Ferrocement-A case study." Journal of Ferrocement 26, no. 1 (1996): 11-19.
[21] Elavarasan, R., M. Ragapriya, S. R. Renjusha, N. M. Sangeetha, and P. Soundariya Devi. "Experimental Study on Flexural Strength of Wire Mesh Concrete Slab." International Journal of Mathematical Sciences and Engineering (IJMSE).
[22] Concrete society, "TR 31 Permeability testing of site concrete: review of methods and experience,” Concrete Society; Riverside House, 4 Meadows Business Park, Camberley, GU17 9AB, UK. 1988.
[23] Milon K. H., Rashid, M.H. and Zahangir A., ” Effect of Saline Water on the Flexural Performance of Ferrocement Wall Panel”, International Journal of Advanced Structures and Geotechnical Engineering, Vol. 02, pp 95-100, 2013.
[24] Abdullah, and Mansur, M.A., "Effect of Mesh Orientation on Tensile Response of Ferrocement,” Journal of Ferrocement, Vol. 31(4): pp 289-298, 2001
[25] Kandaswamy, S. and Ramachandraiah, A., "Sound Transmission Performance on Ferrocement Panels”. Journal of Ferrocement, Vol. 32(1): pp 59-67,2002
[26] Mousavi, Seyed Esmaeil. "Flexural Response and Crack Development Properties of Ferrocement Panels Reinforced with Steel Fibers.” Journal of Building Engineering 12 (July 2017): 325–331. doi:10.1016/j.jobe.2017.06.010.
[27] Al-Rifaie, Wail, and Ahmad K. Abdul-Rada. "Structural Behaviour of Ferrocement Panels Under Radiant Heating.” Journal of Energy Systems 1, no. 1 (January 15, 2017): 1–9. doi:10.30521/jes.323521.
[2] Batson, Gordon. "Ferrocement and Laminated Cementitious Composites.” Materials and Structures 33, no. 2 (March 2000): CO3–CO3. doi:10.1007/bf02484171.
[3] Silva, A. R. C., Proença, S. P. B., Billardon, R.and Hild, F., "A Probabilistic Approach to Predict Cracking in Lightly Reinforced Microconcrete Panels," Journal of Engineering Mechanics, Vol. 130(8), pp. 931–941, 2004. doi: 10.1061/(ASCE)0733-9399(2004)130%3A8(931).
[4] Yardim, Yavuz, and Ornela Lalaj. "Shear Strengthening of Unreinforced Masonry Wall with Different Fiber Reinforced Mortar Jacketing.” Construction and Building Materials 102 (January 2016): 149–154. doi:10.1016/j.conbuildmat.2015.10.095.
[5] Yardim, Yavuz, A.M.T. Waleed, Mohd. Saleh Jaafar, and Saleh Laseima. "AAC-Concrete Light Weight Precast Composite Floor Slab.” Construction and Building Materials 40 (March 2013): 405–410. doi:10.1016/j.conbuildmat.2012.10.011.
[6] Greepala, V. and Nimityongskul, P., "Structural integrity of ferrocement panels exposed to fire," Cement and Concrete Composites, Vol. 30(5), pp. 419– 430, 2008
[7] Greepala, Vatwong, and Pichai Nimityongskul. "Structural Integrity of Ferrocement Panels Exposed to Fire.” Cement and Concrete Composites 30, no. 5 (May 2008): 419–430. doi:10.1016/j.cemconcomp.2007.08.007.
[8] Ramesht, M. H., I. VICKRIDGE, and M. I. Jafar. "The monitoring of reinforcement corrosion in ferrocement." Journal of ferrocement 23, no. 4 (1993): 289-299.
[9] Yardim, Yavuz. "Review of Research on the Application of Ferrocement in Composite Precast Slabs.” Periodica Polytechnica Civil Engineering (June 1, 2018). doi:10.3311/ppci.11737.
[10] Shaikh, Faiz Uddin Ahmed. "Review of Mechanical Properties of Short Fibre Reinforced Geopolymer Composites.” Construction and Building Materials 43 (June 2013): 37–49. doi:10.1016/j.conbuildmat.2013.01.026.
[11] Thanoon, Waleed A., Yavuz Yardim, M.S. Jaafar, and J. Noorzaei. "Structural Behaviour of Ferrocement–brick Composite Floor Slab Panel.” Construction and Building Materials 24, no. 11 (November 2010): 2224–2230. doi:10.1016/j.conbuildmat.2010.04.034.
[12] Memon, Noor Ahmed, Salihuddin Radin Sumadi, and Mahyuddin Ramli. "Performance of High Wokability Slag-Cement Mortar for Ferrocement.” Building and Environment 42, no. 7 (July 2007): 2710–2717. doi:10.1016/j.buildenv.2006.07.015.
[13] Kondraivendhan, B., and Bulu Pradhan. "Effect of Ferrocement Confinement on Behavior of Concrete.” Construction and Building Materials 23, no. 3 (March 2009): 1218–1222. doi:10.1016/j.conbuildmat.2008.08.004.
[14] Masood, A, M Arif, S Akhtar, and M Haquie. "Performance of Ferrocement Panels in Different Environments.” Cement and Concrete Research 33, no. 4 (April 2003): 555–562. doi:10.1016/s0008-8846(02)01003-7.
[15] Desayi, Prakash, and Said A. El-Kholy. "Lightweight Fibre-Reinforced Ferrocement in Tension.” Cement and Concrete Composites 13, no. 1 (January 1991): 37–48. doi:10.1016/0958-9465(91)90045-j.
[16] Hussin, Mohd Warid. "Deflection and cracking performance of fibrous ferrocement thin sheets." J Ferrocement 21, no. 1 (1991): 31-41.
[17] Clear K.A. "Time-to- Corrosion of Reinforcing Steel in Concrete Slabe, V.1 :Effect of Mix Design and Construction. Washington, DC: FHWA-RD- 73-32, Federal Highway, 1973.
[18] ACI Committee 5492R, "Report on Thin Reinforced Cementitious Products”, Farmington Hills, Michigan. ACI, 5492R-04, 2004.
[19] Sattar, M.A. and Khan M.N.H., "Sixty Years of Climatic Phenomena in Dhaka Division,” Bangladesh J. Environ. Science, Vol. 24, pp. 109-113, 2013.
[20] Mansur, M. A., P. Paramasivam, T. H. Wee, and H. B. Lim. "Durability of Ferrocement-A case study." Journal of Ferrocement 26, no. 1 (1996): 11-19.
[21] Elavarasan, R., M. Ragapriya, S. R. Renjusha, N. M. Sangeetha, and P. Soundariya Devi. "Experimental Study on Flexural Strength of Wire Mesh Concrete Slab." International Journal of Mathematical Sciences and Engineering (IJMSE).
[22] Concrete society, "TR 31 Permeability testing of site concrete: review of methods and experience,” Concrete Society; Riverside House, 4 Meadows Business Park, Camberley, GU17 9AB, UK. 1988.
[23] Milon K. H., Rashid, M.H. and Zahangir A., ” Effect of Saline Water on the Flexural Performance of Ferrocement Wall Panel”, International Journal of Advanced Structures and Geotechnical Engineering, Vol. 02, pp 95-100, 2013.
[24] Abdullah, and Mansur, M.A., "Effect of Mesh Orientation on Tensile Response of Ferrocement,” Journal of Ferrocement, Vol. 31(4): pp 289-298, 2001
[25] Kandaswamy, S. and Ramachandraiah, A., "Sound Transmission Performance on Ferrocement Panels”. Journal of Ferrocement, Vol. 32(1): pp 59-67,2002
[26] Mousavi, Seyed Esmaeil. "Flexural Response and Crack Development Properties of Ferrocement Panels Reinforced with Steel Fibers.” Journal of Building Engineering 12 (July 2017): 325–331. doi:10.1016/j.jobe.2017.06.010.
[27] Al-Rifaie, Wail, and Ahmad K. Abdul-Rada. "Structural Behaviour of Ferrocement Panels Under Radiant Heating.” Journal of Energy Systems 1, no. 1 (January 15, 2017): 1–9. doi:10.30521/jes.323521.
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