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Journal articles on the topic 'Ferrocement flexural behaviour'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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1

Paramasivam, S., M. Rameshkumar, R. Malathy, and C. Prakash. "Study of Flexural Behaviour of Warp Knitted Reinforced Ferrocement Composites." Fibres and Textiles in Eastern Europe 27, no. 4(136) (2019): 94–101. http://dx.doi.org/10.5604/01.3001.0013.1825.

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This paper presents the effect of warp knit textile reinforcement in ferrocement laminates. In general, steel wire mesh is used as ferrocement reinforcement, which is often known as chicken mesh. The need for the replacement of steel mesh is the problem of corrosion, which reduces the durability of ferrocement laminate. High performance synthetic fibres and fabrics are constantly used in various research works as reinforcement in concrete. In this paper, an attempt was made to incorporate three different nylon warp knit mesh structures in the place of chicken mesh. Ferrocement composites were

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2

Jayaprakash, Sridhar, Jegatheeswaran Dhanapal, Vivek Deivasigamani, and Elias G. "Flexural Behaviour of Chicken Mesh Ferrocement Laminates with Partial Replacement of Fine Aggregate by Steel Slag." Advances in Materials Science and Engineering 2021 (August 17, 2021): 1–9. http://dx.doi.org/10.1155/2021/7307493.

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Bending tests were conducted on ferrocement laminates containing chicken mesh and steel slag. The fundamental goal of the examination was to investigate the effects of partial substitution of fine aggregate by steel slag in cement mortar combining chicken mesh of different volume fractions as reinforcement in thin ferrocement laminates. The following variables were investigated: (a) volume fraction of chicken mesh as 0.94%, 1.88%, 2.82%, and 3.77% and (b) level of steel slag substitution from 0% to 50% by weight fine aggregate. Results show that ferrocement laminates with chicken mesh of volum

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3

Koya, Bala Chandu, Seshadri T. Sekhar, Aaditya Mallela, and G. Mallikarjuna Rao. "A Study on Flexural Behaviour of Geopolymer Based Ferrocement." International Journal of Technology 5, no. 2 (2015): 229. http://dx.doi.org/10.5958/2231-3915.2015.00030.9.

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4

Jayaramappa, N. "Experimental Studies on Reinforced Concrete and Ferrocement Beams." IRA-International Journal of Technology & Engineering (ISSN 2455-4480) 5, no. 3 (2016): 77. http://dx.doi.org/10.21013/jte.v5.n3.p4.

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<div><p><em>Arch structures have been utilized through the ages, beginning in the ancient civilizations of Greece, Egypt and Rome, to present day with their common use in bridges. Arches are well known for the ability to carry loads spanning large areas. Also now a day’s Ferrocement is being used extensively for various applications where use of normal concrete is hard to fulfil the present day requirements. In this paper experimental studies are carried out to understand the flexural behaviour of Reinforced concrete beams of grade M20 with HYSD reinforcement and Ferrocement

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5

Chithambaram, S. Jeeva, and Sanjay Kumar. "Flexural behaviour of bamboo based ferrocement slab panels with flyash." Construction and Building Materials 134 (March 2017): 641–48. http://dx.doi.org/10.1016/j.conbuildmat.2016.12.205.

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6

Shaaban, Ibrahim G., Yousry B. I. Shaheen, Essam L. Elsayed, Osama A. Kamal, and Peter A. Adesina. "Flexural behaviour and theoretical prediction of lightweight ferrocement composite beams." Case Studies in Construction Materials 9 (December 2018): e00204. http://dx.doi.org/10.1016/j.cscm.2018.e00204.

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7

Al-Kubaisy, M. A., and Mohd Zamin Jumaat. "Flexural behaviour of reinforced concrete slabs with ferrocement tension zone cover." Construction and Building Materials 14, no. 5 (2000): 245–52. http://dx.doi.org/10.1016/s0950-0618(00)00019-2.

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8

., V. Bhaskar Desai. "AN EXPERIMENTAL INVESTIGATION ON FLEXURAL BEHAVIOUR OF FIBRE REINFORCED ROBO SAND FERROCEMENT." International Journal of Research in Engineering and Technology 04, no. 06 (2015): 85–89. http://dx.doi.org/10.15623/ijret.2015.0406013.

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9

Jayasree, S., N. Ganesan, and Ruby Abraham. "Effect of ferrocement jacketing on the flexural behaviour of beams with corroded reinforcements." Construction and Building Materials 121 (September 2016): 92–99. http://dx.doi.org/10.1016/j.conbuildmat.2016.05.131.

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10

., Randhir J. Phalke. "FLEXURAL BEHAVIOUR OF FERROCEMENT SLAB PANELS USING WELDED SQUARE MESH BY INCORPORATING STEEL FIBERS." International Journal of Research in Engineering and Technology 03, no. 05 (2014): 756–63. http://dx.doi.org/10.15623/ijret.2014.0305140.

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11

Alnuaimi, A. S., A. W. Hago, K. S. Al-Jabri, and A. H. Al-Saidy. "Investigation on the flexural behaviour of ferrocement pipes and roof panels subjected to bending moment." Structural Engineering and Mechanics 33, no. 4 (2009): 503–27. http://dx.doi.org/10.12989/sem.2009.33.4.503.

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12

Abushawashi, Nadim, and Vanissorn Vimonsatit. "Flexural behaviour of hybrid polyvinyl alcohol fibre-reinforced ferrocement containing different fibre types and volume fractions." Australian Journal of Structural Engineering 16, no. 4 (2015): 252–61. http://dx.doi.org/10.1080/13287982.2015.1092683.

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13

Liao, Hua Ping, and Shi Sheng Fang. "An Experimental Study on Flexural Behavior of Reinforced Concrete Beams Strengthened with High-Performance Ferrocement." Advanced Materials Research 163-167 (December 2010): 3772–76. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3772.

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Three reinforced concrete (RC) beams strengthened by high-performance ferrocement and two control specimens without strengthened are investigated when RC beams have low compressive strength. Flexural behaviors of strengthened RC beams with high-performance ferrocement are evaluated based on comparative analysis with RC beams. The strengthening results of steel meshes with U-shape (i.e. ferrocements are put onto the tension face and two profile faces) are analyzed. The flexural capacity, deflection and crack width of RC flexural beams are measured, and then comparative analysis is carried out f

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14

Chen, Si, Daniel Eising, and De Ping Xu. "Flexural Behavior of Basalt Fiber Reinforced Ferrocement Composite with Fly Ash." Advanced Materials Research 1061-1062 (December 2014): 377–81. http://dx.doi.org/10.4028/www.scientific.net/amr.1061-1062.377.

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Ferrocement composite is constructed by cement mortar and reinforced buy layers of continuous and relatively small size wire mesh. The high cement usage in the mixture causes environmental and economical impacts. Basalt fiber is produced from melted basalt rock. This paper reports the experimental investigation carried out on the flexural characteristics of ferrocement composite using various kinds of basalt meshes by basalt fiber and different volume of Class F fly ash. The results clarify that the ferrocements without fly ash or with a small percentage of fly ash have a good mesh/matrix bond

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15

Murali, Gunasekaran, Mugahed Amran, Roman Fediuk, et al. "Structural Behavior of Fibrous-Ferrocement Panel Subjected to Flexural and Impact Loads." Materials 13, no. 24 (2020): 5648. http://dx.doi.org/10.3390/ma13245648.

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Ferrocement panels, while offering various benefits, do not cover instances of low and moderated velocity impact. To address this problem and to enhance the impact strength against low-velocity impact, a fibrous ferrocement panel is proposed and investigated. This study aims to assess the flexural and low-velocity impact response of simply supported ferrocement panels reinforced with expanded wire mesh (EWM) and steel fibers. The experimental program covered 12 different ferrocement panel prototypes and was tested against a three-point flexural load and falling mass impact test. The ferrocemen

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16

Saeed, Jalal A. Saeed, Payman H. Mohammad, and Ibrahim H. Aziz. "Behavior and Flexural Strength of Ferrocement One Way Slabs with Square Openings." Journal of Zankoy Sulaimani - Part A 1, no. 1 (1997): 57–67. http://dx.doi.org/10.17656/jzs.10015.

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17

Basunbul, I. A., Mohammed Saleem, and G. J. Al-Sulaimani. "Flexural behavior of ferrocement sandwich panels." Cement and Concrete Composites 13, no. 1 (1991): 21–28. http://dx.doi.org/10.1016/0958-9465(91)90043-h.

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18

Abdullah, Mazen D., Mustafa Sheriff, and Aqeel Hateem. "Flexural Strength of Reinforced Concrete Two way Slabs Strengthened and Repaired by High Strength Ferrocement at Tension Zone." Wasit Journal of Engineering Sciences 5, no. 1 (2017): 104–19. http://dx.doi.org/10.31185/ejuow.vol5.iss1.68.

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This paper presents a study of the flexural behavior of strengthened and repaired reinforced concrete two slabs by ferrocement layers. This study included testing 11 simply supported two way slabs, which include 1 control slabs, 8 strengthened slabs and 2 repaired slabs. In the strengthened slabs the effect of the thickness of ferrocement layers, the compressive strength for mortar and number of wire mesh layers of ferrocement on the ultimate load, mid span deflection at ultimate load and intensity of cracks was investigate. In the repaired part the slabs were loaded to (74 %) of measured ulti

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19

Rajendran, Mohana, and Nagan Soundarapandian. "Geopolymer ferrocement panels under flexural loading." Science and Engineering of Composite Materials 22, no. 3 (2015): 331–41. http://dx.doi.org/10.1515/secm-2013-0012.

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AbstractEfforts are needed to develop innovative and environmental friendly materials in order to reduce greenhouse gas emissions. An experimental investigation on the flexural behavior of thin cementless composite panels reinforced with welded rectangular wire mesh and chicken mesh with varying number of mesh layers as well as varying concentration of alkaline solution is presented. A total of 30 panels have been tested under flexural loading. The size of the panel is 1000 mm (length)×200 mm (width)×25/35 mm (thickness). The parameters studied in this investigation include varying the concent

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20

Marthong, Comingstarful, and Deba Kumar Sarma. "Flexural Behavior of Ferrocement Plates Incorporating Steel and PET Fibers." Key Engineering Materials 666 (October 2015): 97–106. http://dx.doi.org/10.4028/www.scientific.net/kem.666.97.

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Ferrocement plate with steel meshes incorporating fibers in an identical matrix were tested under bending. The main objective of the study was to investigate the effects of combining reinforcing steel meshes with discontinuous fibers as reinforcement in thin mortar matrix. The variable parameters were chosen as (a) number of mesh layers, single and double (b) the types of fiber i.e steel and polyethylene terephthalate (PET). Everything else being equal, the test results shows that addition of steel fibers to the matrix of ferrocement can effectively increase its flexural strength and energy ab

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21

Patil, Sonali P. "Experimental Performance of Flexural Behavior of Self Compacting ferrocement Flat and V Shaped Folded Roof Panels." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (2021): 911–14. http://dx.doi.org/10.22214/ijraset.2021.37989.

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Abstract: The research paper present the experimental work carried out to investigate the behavior of different shaped ferrocement roof panels. The total twelve ferrocement self-compacting flat and V shaped folded roof panels with different number of wire meshes were casted and tested under two point loading. The number of wire meshes varied from 1 and 2 layers. Effect of these varying number of wire mesh layers on flexural strengths and deflection of Flat and V shaped folded roof panels are studied. And it is proved that the load carrying capacity of V shaped folded roof panel is found more w

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22

A. Majeed, Sura, and Mohamad N. Mahmood. "Flexural Behavior Of Flat And Folded Ferrocement Panels." AL-Rafdain Engineering Journal (AREJ) 17, no. 4 (2009): 1–11. http://dx.doi.org/10.33899/rengj.2009.43268.

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23

., Sidramappa Dharane. "EXPERIMENTAL PERFORMANCE OF FLEXURAL CREEP BEHAVIOR OF FERROCEMENT SLAB." International Journal of Research in Engineering and Technology 03, no. 04 (2014): 635–40. http://dx.doi.org/10.15623/ijret.2014.0304113.

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24

Abdullah, Mazen D. "Experimental and Theoretical Behavior of Reinforced Concrete Two Way Slabs Strengthened by Steel Fiber Ferrocement Layers at Tension Zone." Journal of University of Babylon for Engineering Sciences 26, no. 3 (2018): 199–211. http://dx.doi.org/10.29196/jub.v26i3.658.

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An experimental and analytical behavior of strengthened reinforced concrete two way slabs by steel fiber ferrocement layers ,this study included testing 14 simply supported two way slabs, which include 1 control slab, 13 strengthened slabs. In the strengthened slabs the effect of the ferrocement layers with; steel fiber content in the ferrocement mortar of (0.25,0.5,0.75.1.1.25%), thickness of ferrocement layers, the compressive strength for ferrocement mortar and wire mesh layers number of ferrocement was investigated. The mid span deflection at ultimate load and cracks pattern were discussed

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25

Ashraf, Mohammad, Akhtar Naeem Khan, Qaisar Ali, Khan Shahzada, and Amjad Naseer. "Experimental Behavior of Full Scale URM Building Retrofitted with Ferrocement Overlay." Advanced Materials Research 255-260 (May 2011): 319–23. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.319.

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This paper presents a study on the behavior of a damaged full scale unreinforced brick masonry building, retrofitted with ferrocement overlay and cement based grout injection, tested under cyclic loading. Damage mechanism and force-deformation behavior of the retrofitted structure are compared with its pre-damaged response to quantify the beneficial effects of retrofitting scheme. The lateral load capacity of the retrofitted building was significantly improved and the damage mechanism was transformed from mixed compression-flexural-shear mode to a more stable flexural rocking mode. The energy

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26

Du, Wenping, Canqian Yang, Chong Wang, Yong Pan, Honglei Zhang, and Weiwei Yuan. "Flexural Behavior of Polyvinyl Alcohol Fiber–Reinforced Ferrocement Cementitious Composite." Journal of Materials in Civil Engineering 33, no. 4 (2021): 04021040. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0003565.

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27

Rajendran, Mohana, and Nagan Soundarapandian. "An experimental investigation on the flexural behavior of geopolymer ferrocement slabs." Journal of Engineering and Technology 3, no. 2 (2013): 97. http://dx.doi.org/10.4103/0976-8580.113047.

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28

Vijayalakshmi, M. M., and A. Vijayalakshmi. "Experimental Studies on Strengthening of Reinforced Concrete Beams Using Ferrocement Wraps for Energy Efficiency." Key Engineering Materials 692 (May 2016): 38–44. http://dx.doi.org/10.4028/www.scientific.net/kem.692.38.

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Construction industry is a major consumer of energy and resources, which has an impact on the environment. Ferrocement construction technology is becoming popular throughout the world. Ferrocement is a thin element used for building construction and also for retrofitting, because it can be applied quickly on the surface of the damaged structural element without the requirement of any special bonding material. It requires less skilled labour when compared to other retrofitting solutions existing at present. This paper deals with the study of performance of ferrocement wrapping in strengthening

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29

Abushawashi, N. F., V. Vimonsatit, and F. U. A. Shaikh. "Flexural behavior of hybrid PVA fibers reinforced ferrocement panels at elevated temperatures." Fire and Materials 42, no. 7 (2018): 782–93. http://dx.doi.org/10.1002/fam.2633.

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30

Madadi, Amirhossein, Hamid Eskandari-Naddaf, Rasoul Shadnia, and Lianyang Zhang. "Digital image correlation to characterize the flexural behavior of lightweight ferrocement slab panels." Construction and Building Materials 189 (November 2018): 967–77. http://dx.doi.org/10.1016/j.conbuildmat.2018.09.079.

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31

Jomaah, Muyasser M., Zeyad T. Ismael, Marwah Q. Majeed, and Banan M. Hameed. "Flexural Behavior of Square Ferrocement Panels Enhanced with Recycled Tires Sim Strengthened by CFRP." IOP Conference Series: Materials Science and Engineering 737 (March 6, 2020): 012072. http://dx.doi.org/10.1088/1757-899x/737/1/012072.

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32

Al-Talqany, Faris J. "Effect of Number of Wire Mesh Layers and Depth Ratio on Ultimate Shear Force for Monopanel Beam Specimens." Journal of University of Babylon for Engineering Sciences 26, no. 1 (2017): 407–13. http://dx.doi.org/10.29196/jub.v26i1.379.

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A monopanel is the system building witch consists of two thin ferrocement block as a faces and between them a bushy layer of low strength, density and cost as a core made from lightweight material for example from polystyrene foam as using in this investigation or any material as an insulation . The simple structural idealization of a monopanel system is that the core provides transverse trusses between the faces that prevent flexural ,shear force and compression. Transverse trusses made of steel bars having a diameter of 3.2 mm, which make available as tie reinforcement to prevent the t

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33

Mashrei, M. "Effects of steel fibres and silica fume on the behaviours of square ferrocement slabs under flexural loading." IOP Conference Series: Materials Science and Engineering 433 (November 30, 2018): 012025. http://dx.doi.org/10.1088/1757-899x/433/1/012025.

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34

Nabeela, M. M., Parvathy Krishnan, and C. Prabha. "A review on analysis of ferrocement panels." Sustainability, Agri, Food and Environmental Research 10, no. 1 (2021). http://dx.doi.org/10.7770/safer-v10n1-art2453.

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Ferrocement is a highly versatile form of reinforced concrete made up of wire mesh, sand, water, and cement, which possesses unique qualities of strength and serviceability. It displays a series of advantages compared to reinforced concrete. Now a days ferrocement is widely used in engineering application due to high performance regards to the resistance to extension, resistance to impact, ductility. Numerous studies were conducted to understand the behaviour of ferrocement panels. This paper presents the review of studies conducted about the behaviour of ferrocement panel under static, dynami

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35

Gifta, C. Chella, L. M. Vijaya Bharathi, and A. Vimal. "Flexural behaviour of ferrocement septic tank wall panels reinforced with glass fibers." Materials Today: Proceedings, May 2021. http://dx.doi.org/10.1016/j.matpr.2021.05.109.

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36

Dr. K. Lakshmi Pathi and Dr. V. Bhaskar Desai. "Some Studies on Flexural Behaviour of Pozzolanic (Rice Husk Ash) Fibre Reinforced Ferrocement." International Journal of Engineering Research and V6, no. 10 (2017). http://dx.doi.org/10.17577/ijertv6is100119.

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37

Dhindsa, Inderpreet Kaur, Hardeep Singh Rai, and Harvinder Singh. "Development of rectangular hybrid-stiffened-plate structural system with fibre-reinforced polymer fabric composite in tension zone." Advances in Structural Engineering, August 12, 2020, 136943322094875. http://dx.doi.org/10.1177/1369433220948755.

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Reinforced concrete plates stiffened by the beams in the orthogonal directions are widely used in bridges and buildings. Local failure occurs due to stiff beams whereas shallow beams cause global collapse failure in the plate. A theoretical model using inelastic analysis (yield line analysis) has been formulated to predict the behaviour of the rectangular hybrid-reinforced concrete-stiffened-plate system which recognized the benefits of different types of fibre-reinforced polymer fabric and ferrocement in tension side. Parametric study was also conducted to capture the influence of different p

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38

Abdulla, Aziz I., and Salwa H. Ahmad. "Production Hollow Ferrocement Beams Through Solid Waste Recycling." Tikrit Journal of Engineering Sciences, December 15, 2016, 11–22. http://dx.doi.org/10.25130/tjes.23.4.02.

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Present research includes the study of theoretical and experimental behavior of hollow ferrocement beams, by using solid waste of empty plastic bottles and empty metal can. Solid reinforced concrete and reinforced cement mortar for the purposes of comparison between behavior of hollow ferrocement beams and solid beams were casted. The results showed the possibility and efficiently of producing lightweight hollow beams using solid waste. The hollow ferrocement beam have a good flexural strength resistance, toughness, and high ductility as use wired mesh converts a sudden failure to a gradual fa

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39

Abushawashi, Nadim, and Vanissorn Vimonsatit. "USE OF FERROCEMENT PANEL AS REINFORCED CONCRETE SLABS WITH LIGHTWEIGHT BLOCKS INFILL." Proceedings of International Structural Engineering and Construction 1, no. 1 (2014). http://dx.doi.org/10.14455/isec.res.2014.66.

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This paper is part of an experimental series to investigate the potential use of ferrocement panels as a permanent form of reinforced concrete slabs with lightweight blocks infill. The ferrocement panels used are engineered with polyvinyl alcohol (PVA) fiber to have a strain hardening which can be characterized as high-performance fiber-reinforced cementitious composite (HPFRCC), called Engineered Ferrocement (EF). In the experimental work, ferrocement control panels and hybrid ferrocement panels were tested for strength capacity and hard strain behavior through flexure, toughness, and multitr

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40

"Ferrocement Panels Under Flexure By Partial Replacement of Cement With Marble Powder." International Journal of Innovative Technology and Exploring Engineering 9, no. 8 (2020): 255–60. http://dx.doi.org/10.35940/ijitee.h6397.069820.

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Ferrocement is largely used material in today’s modern structural engineering technology. In this case study the main aim is to study flexural behavior of ferrocement by replacing cement content by 5%. In this study, 40 cubes were tested to get desirable compression strength results and engineering properties input data. Various test specimens in the form of ferrocement plate of sizes (400x200x15) mm, (500x200x20) mm, (600x200x25) mm, (800x200x30) mm and tested analytically with three-point loading with linearly varying load. Equivalent stress and deflection are the main parameters of this stu

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41

"Tensile and Flexural Behavior of Joints in Ferrocement Construction." ACI Journal Proceedings 82, no. 5 (1985). http://dx.doi.org/10.14359/10382.

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42

"Ferrocement Panels under High Velocity Impact by Incorporating Waste Foundry Sand." International Journal of Engineering and Advanced Technology 9, no. 5 (2020): 1174–82. http://dx.doi.org/10.35940/ijeat.e1011.069520.

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Ferrocement is widely used because of its excellent behavior pf ferrocement under flexural, and impact strength. Ferrocement also has excellent mechanical properties. In this study, total 16 ferrocement panels were modelled of M50 grade of concrete. The thickness of ferrocement panels considered is 15mm, 20mm and 25mm. Galvanized welded mesh is used as reinforcement in panels. This wire-meshes were layered in 2, 3, 4 and 5 layers. High velocity impact test is done by Ak-47 bullet striking with a velocity of 150, 250, 350, 450, 550, 650 and 750 m/s for each panel. All this panels were modelled

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43

Srikrishna, T. Chaitanya, and T. D. Gunneswara Rao. "A study on flexural behavior of geopolymer mortar based ferrocement." Materials Today: Proceedings, October 2020. http://dx.doi.org/10.1016/j.matpr.2020.09.313.

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44

"Rational Evaluation of Flexural Behavior of Weldmesh Ferrocement in Normal and Corrosive Environments." ACI Structural Journal 95, no. 6 (1998). http://dx.doi.org/10.14359/578.

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45

"Stresses in Wall of Ferrocement Silo using Finite Element Model." International Journal of Engineering and Advanced Technology 9, no. 4 (2020): 827–33. http://dx.doi.org/10.35940/ijeat.d7859.049420.

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Ferrocement is one of the most inexpensive and alternative construction techniques. The beauty of this materials attracts in analyzing and designing the ferrocement (F.C.) silo. This has encouraged the search for new materials like F.C. to provide an alternative to reinforced concrete. During last two decades, many attempts have been made to develop computational models for analysis of silos particularly in steel and reinforced cement concrete. However, very less work is reported on scientific development of analysis of F.C. silo. This indicates that there is a need to continue with more focus

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46

Jayalekshmi, S., Lincy Fernandez, Faustine Anooja, A. Anjana, and Rahul R. Pai. "Laterite as a base and subbase material for flexible pavement – a review." Sustainability, Agri, Food and Environmental Research 10, no. 1 (2021). http://dx.doi.org/10.7770/safer-v10n1-art2567.

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Rapid economic growth is leading to ubiquitous expansion in highway projects around the world. Utilization of natural aggregate resources for the construction of flexible pavement has led to uncontrollable quarrying in the state of Kerala. The recent landslides in Kerala which took the lives of many people is the aftermath of extensive quarrying activities. Utilization of treated native soil in the structural layers (Subbase and base) of flexible pavement can widely avert the danger associated with ecological imbalance due to quarrying. The main objective of this review article is to enlighten

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47

"Properties Of Ferro-Geopolymer Mortar Slab Panels." International Journal of Innovative Technology and Exploring Engineering 8, no. 12 (2019): 1635–41. http://dx.doi.org/10.35940/ijitee.l3160.1081219.

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The purpose of this experimental research is to study the flexural behavior of Ferro-Geopolymer slab panels. Initially the ratio of binder to fine aggregate (1:2, 1:2.5, 1:3) and the ratio of Na2SiO3/ NaOH solution (2.5) is considered. The different combination of Fly ash and GGBS were considered. Ratio of alkaline liquid to binder ratio is fixed as 0.45. The Geopolymer mortar mix that gives compressive strength nearly equal to M20 grade concrete target mean strength was used to cast Ferro-Geopolymer slab panels. A slab of size (1000X1000X30) mm were cast of both ferrocement and Ferro-Geopolym

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48

Naser, Fatimah H., Ali Hameed Naser Al Mamoori, and Mohammed K. Dhahir. "Effect of using different types of reinforcement on the flexural behavior of ferrocement hollow core slabs embedding PVC pipes." Ain Shams Engineering Journal, July 2020. http://dx.doi.org/10.1016/j.asej.2020.06.003.

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