CVEN4004 Research Conference Presentation Rubric
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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.
OBJECTIVES
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
PROBLEM DEFINITION
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.
OBJECTIVES
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
PROBLEM DEFINITION
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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).
Dimensions
Basing our reference on the lack of information in
the section of the literature review, some
dimensions have been selected as samples.
Experimental Approach
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).
Dimensions
Basing our reference on the lack of information in
the section of the literature review, some
dimensions have been selected as samples.
Experimental Approach
Wire meshes
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.
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.
Materials
Aggregates
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).
Experimental Approach
Cont.
Aggregates
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).
Experimental Approach
Cont.
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Ferrogeopolymer mortar mix
Fly ash Class F
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).
Experimental Approach
Cont.
Fly ash Class F
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).
Experimental Approach
Cont.
4.1 Wire meshes
4.1.1 Chemical reaction test
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.
RESULTS
4.1.1 Chemical reaction test
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.
RESULTS
RESULTS
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RESULTS
Characteristic compressive strength
RESULTS
RESULTS
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).
DISCUSIONS
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).
DISCUSIONS
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DISCUSSION CONT.
cracks appear at the
center of the specimen
cracks appear at the
center of the specimen
cracks appear at the
center of the specimen
cracks appear at the
center of the specimen
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
CONCLUSION
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
CONCLUSION
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): 5.
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.
References
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): 5.
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.
References
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