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CVEN4004 Research Conference Presentation Rubric

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CVEN4004 Research Conference Presentation Rubric

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Course Code: CVEN4004
University: Curtin University

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Country: Australia

Question:

The term ferrogeopolymer is intended to prevent confusion related to geopolymer-based and cement-based ferrocement. In this thesis, ferrocement represents closely-spaced reinforcements under cementitious mortal, while ferrogeopolymer represents geopolymerbased mortar with equivalent reinforcement. In general, ferrocement is primarily used.
This research investigates the performance of ferrocement-reinforcing cement and geopolymer concrete. These two composites are then compared in terms of their failure behaviour.
The primary objectives of this project include the following:

Studying the effects of different layers, arrangements and types of wire meshes;
Investigating failure behaviour in terms of both mechanisms and load of ferrocement and ferrogeopolymer elements in flexure;
Comparing flexural load capacity and toughness between ferrocement and ferrogeopolymer. This project endeavours to address the following research questions:
Could geopolymer mortar serve as a replacement for cement mortar as a binder in ferrocement? What are the differences between ferrocement and ferrogeopolymer in terms of their failure behaviour under flexure bending?

Regarding sustainability, ferrocement has displayed some promise in terms of water-proofing and rehabilitation. Water-proofing is certainly the feature of ferrocement construction which allows improvement relative to reinforced cement concrete (RCC) structures, and it is has been demonstrated through various applications in structures subjected to water, such as water tanks and boats. The water-proofing ability subsequently provides several benefits which prevent spalling, deteriorating, carbonating, and reinforcement corroding. Therefore, repair and rehabilitation should not be necessary for ferrocement; this eliminates the negative aspects of RCC to some extent (Thirumal and Jayavelmurugan 2016).
In addition, Desai (2011) describes some multi-sustainable features which can be obtained by using ferrocement-plated RCC structures:

The elimination of waterproofing lacuna when using ferrocement-plated RCC structures;
Repairs and rehabilitation may not be necessary for several years due to the crack-arrest mechanism and the autogenous healing of micro cracks;
Reduced use of cement and steel by about 10% to 15% since ferrocement is a high-strength material;
Relatively limited deflection as a result of ductility; ability to withstand earthquakes with Richter magnitude of 8 and cyclones;
Enhanced fire resistance as a result of being damage-resistant and duly repairable;
The elimination of spalling and disintegration lacuna, thereby carbonating resistance;
The elimination of formwork, which causes acceleration and convenience for construction;
The ease of prefabrication, handling, and erection of formwork for primary structural elements due to speed and low self-weight.

Answer:

Research deals with investigation of the performance of concrete of a geopolymer material alongside the ferrocement based reinforcement cement performance.
After this, comparisons of the two brands are made in relation to their behavioural failure.
Studying different arrangement of layers, their effects alongside the wire mesh types.
Investigating behavior and failure in relation to the mechanisms of the ferrogeopolymer elements and fibrocement flexures(Kumutha et al., 2016).
Comparing load capacity in flexure and toughness between ferrogeopolymer  and ferrocement
Experimental Approach
The aim of this project is to give a comparison between ferrogeopolymer concrete and ferrocement with the use of flexural method of testing (Hardjito, Djwantoro and Tsen 2013).
 Further, the literature review gave a demonstration of how the approach to this experiment should go (Banu,Saranya,Dharmar and Nagan 2014).
Basing our reference on the lack of information in the section of the literature review, some dimensions have been selected as samples.
Basing our information of the literature review, it was founded that wire mesh of square weld nature was preferred over other types of mesh (Qidwai et al., 2016).
Four-point bending testing with Linear Differential Variable Transformer (LDVT)
From the literature review, flexure bending is preferred for the elements of ferrocement. Therefore, the testing here must show clear demonstrations of the working procedures and practicality of ferrocement reinforcement (Rashad,2018).
Experimental Approach Cont.
Ferrocement is also referred as an element of a thin cell. In this prospect, using course aggregate can make the aggregate stick itself to the layer at the top. This would create a void in the samples.
Thus, the only filler used in this experimental setup in this paper is fine sand aggregate (Amritphale et al.,2018).
The saturated Surface dry (SSD) preparation of sand is in line with AS1012.2-1994 (AS/NZS 1994) but for larger sand quantities, it proves to be difficult in achieving the preferred condition(Ganeshan, Mahima and Sreevidya Venkataraman,2018).
Ferrogeopolymer mortar mix
Scholars like Priya, Maheswari and Vaishnavi (2015) suggests that a class F fly ash is greatly available and is obtained from a power station with specific reference to coal power (Bhatewara et al.,2018).
Mix Design
To compare the two brands of ferrogeopolymer and ferrocement, the mix design is selected to block the diversion which produces results that are incomparable (Shaaban et al., 2018).
Wire meshes
From the previous section highlights, a challenge was reported from the experimental set up.
 To avert this, testing of chemicals are necessary in order to assess the sever nature of the reaction in the mixing process between sodium hydroxide solution and wire mesh which is galvanized.
Examination of how the tested specimen in reference to their cracking pattern and shape failuris of great significance.
 Generally, most of the cracks appear at the center of the specimen but not at the center because of the manner of placing the chairs of reinforcement (Abushawashi, Vimonsatit and Shaikh 2018).
In conclusion, this research paper has highlighted three main tests of experimental setups. T
hese experiments illustrate a comparative study between ferrogeopolymers and ferrocement together with minor chemical reactions that occur in the set up during the experiment.
These are based on the works obtained from the literature review which highlighted the previous works of the scholars who attempted to give explanations of the same set-up
References
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 (2018).
Amritphale, Sudhir S., Deepti Mishra, Manish Mudgal, Ramesh K. Chouhan, and Navin Chandra. “A novel green approach for making hybrid inorganic-organic geopolymeric cementitious material utilizing fly ash and rice husk.” Journal of Environmental Chemical Engineering 4, no. 4 (2016): 3856-3865.
Banu, P. Saranya, S. Dharmar, and S. Nagan. “Flexural Behaviour of Trough Shaped Ferrocement Panels.” International Journal of Innovative Research in Science and Technology 3 (2014): 14010-14016.
Bhatewara¹, Varsha V., Mr Dhananjay G. Ahire, and Nikita G. Agrawal. “USE OF FERROCEMENT AS CONSTRUCTION AND REPAIRING MATERIAL.” (2018).
Faris, Hamid Abdul Mahdi. “Flexural Analysis of Rainforced Concrete Precast Curb Stone of Colored Cement.” (2018).
Ganeshan, Mahima, and Sreevidya Venkataraman. “Asian Research Consortium Asian Journal.” Humanities 7, no. 3 (2017): 510-519.
Grija, S., P. Sivakumar, K. N. Lakshmikandhan, R. Ravichandran, and B. Karthikeyan. “Novel ferrocement light weight wall panels.” International Journal of Applied Engineering Research 9, no. 18 (2014): 4645-4657.
Hanif, Asad, Yu Cheng, Zeyu Lu, and Zongjin Li. “Mechanical Behavior of Thin-Laminated Cementitious Composites Incorporating Cenosphere Fillers.” ACI Materials Journal 115, no. 1 (2018): 117-127.
Hanif, Asad. Recycled Aggregate Use in Precast Concrete: Properties & Applications. LAP LAMBERT Academic Publishing, 2017.
Hardjito, Djwantoro, and M. Z. Tsen. “Strength and thermal stability of fly ash-based geopolymer mortar.” In The 3rd International Conference-ACF/VCA, vol. 2013, pp. 144-150. 2008.
Jayajothi, P., R. Kumutha, and K. Vijai. “Properties of Fly Ash and GGBS Based Geopolymeric Binder.” Chemical Science Review and Letters 2, no. 6 (2014): 470-479.
Kumutha, Rathinam, Kanagarajan Vijai, and P. Rajeswaran. “Structural Behaviour of Ferrogeopolymer Slabs Under Flexure.” In Materials Science Forum, vol. 866, pp. 109-113. Trans Tech Publications, 2016.
Mane, Shweta, and H. S. Jadhav. “Investigation of geopolymer mortar and concrete under high temperature.” Magnesium 1 (2012):
Qidwai, Mohammad Areeb, Md Abid Alam, and Imran Alam. “To Study The Properties of Geopolymer Concrete using Fly Ash and Slaked Lime.” International Journal of Innovative Research in Science & Engineering,2016, ISSN: 2347-3207.
Rashad, Alaa M. “The effect of polypropylene, polyvinyl-alcohol, carbon and glass fibres on geopolymers properties.” Materials Science and Technology (2018): 1-20.
Richardson, Megan M. “Improving Water, Sanitation and Biogas Access in Resource-Stressed Environments: Methodologies and Case Study Analyses of the Primary Resources at Matema Beach High School.” (2018).
Saggaff, Anis, and Annisa Mawarni. “Geopolymer Mortar with Fly Ash.” In MATEC Web of Conferences, vol. 78, p. 01026. EDP Sciences, 2016.
Shaaban, Ibrahim G., Yousry BI 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 (2018): e00204.

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