Gotowe bibliografie tematyczne / FERROCEMENT LAMINATES

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Gotowa bibliografia na temat „FERROCEMENT LAMINATES”

Autor: Grafiati

Data publikacji: 11 września 2023

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Artykuły w czasopismach na temat "FERROCEMENT LAMINATES"

R, Balamuralikrishnan, i Aravind N. "A STUDY ON STYRENE - BUTADIENE RUBBER (SBR) LATEX MODIFIED FERROCEMENT". EPH - International Journal of Science And Engineering 2, nr 4 (27.12.2016): 41–48. http://dx.doi.org/10.53555/eijse.v2i4.20.

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Ferrocement is a composite construction material which consists of highperformance mortar and meshes. Ferrocementis a good technique in the field of strengthening of existing structural members. However, there is a chance for corrosionof steel meshes used for ferrocement, since the cover thickness is very less. In the present study, SBR latex modifiedferrocement technique was introduced for the laminate preparation and the results were compared with normalferrocement. In this work, Styrene-Butadiene Rubber (SBR) polymer was added to the mortar to increase thestrengthening performance and to avoid the corrosion. Six numbers of ferrocement laminate were cast and tested in thelaboratory, out of which three ferrocement laminates with SBR latex and remaining three are ferro-cement laminatewithout SBR latex (normal ferrocement laminate). The sizes of laminates are 550 mm length, 150 mm width and 20 mmthickness. All the laminates were tested under a two point loading system. The ferro-cement laminate with SBR latexshows better strength and improved flexural capacity comparedto the normal ferrocement. The experimental resultsproved that the development of strength, deformability and fracture properties of laminate with SBR latex were morewhen compared to conventional ferro-cement.

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Paramasivam, S., M. Rameshkumar, R. Malathy i C. Prakash. "Study of Flexural Behaviour of Warp Knitted Reinforced Ferrocement Composites". Fibres and Textiles in Eastern Europe 27, nr 4(136) (31.08.2019): 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 produced with chicken mesh and nylon warp knit fabrics. The flexural properties of ferrocement laminates were analysed in terms of the first crack load, ultimate load, energy absorption capacity and ductility factor. Nylon square mesh with 3 layers in the reinforcement has a 2.5 kN first crack load and 3.36 kN ultimate load, which is higher than chicken mesh reinforcement in ferrocement laminate. The results show that there is an improvement in the flexural properties of ferrocement laminates reinforced with a nylon warp knit structure. The flexural parameters have a direct relationship with the number of layers used in the reinforcement.

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Jayaprakash, Sridhar, Jegatheeswaran Dhanapal, Vivek Deivasigamani i 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 (17.08.2021): 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 volume fractions of 3.77% and 30% substitution of fine aggregate with steel slag display better performance in terms of load deflection behaviour, first crack load, ultimate load, energy absorption, and ductility ratio when related with other specimens. An analytical model has been proposed to predict the ultimate moment carrying capacity of ferrocement laminates under flexure to validate the experimental results.

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Khan, Sadaqat U., M. F. Nuruddin, T. Ayub i N. Shafiq. "Effects of Ferrocement in Strengthening the Serviceability Properties of Reinforced Concrete Structures". Advanced Materials Research 690-693 (maj 2013): 686–90. http://dx.doi.org/10.4028/www.scientific.net/amr.690-693.686.

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The aim of this paper is to investigate the serviceability performance of RC beams strengthened through two Ferrocement strengthening techniques as Cast in situ Wire-mesh layers and precast Ferrocement Laminates. To assess the effectiveness of these strengthening techniques, eight (08) RC beams have been intentionally designed and detailed as a tension-controlled section and tested under two-point loading up to service load of 40 kN. Then, beams were strengthened by Cast in situ Wire-mesh layers and by precast Ferrocement Laminates. Experimental results in terms of stiffness have been compared within and across the groups to assess the effect of variation of development length and no. of wire-mesh layers.

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Balamuralikrishnan, R., A. S. H. Al-Mawaali, M. Y. Y. Al-Yaarubi, B. B. Al-Mukhaini i Asima Kaleem. "Seismic Upgradation of RC Beams Strengthened with Externally Bonded Spent Catalyst Based Ferrocement Laminates". HighTech and Innovation Journal 4, nr 1 (1.03.2023): 189–209. http://dx.doi.org/10.28991/hij-2023-04-01-013.

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Globally, since there are more systems of civil infrastructure, there are also more degraded buildings and structures. If upgrading or strengthening is a practical option, complete replacement is likely to be an escalating financial burden and may be a waste of natural resources. It is necessary to repair or strengthen a number of reinforced concrete buildings and structures in order to boost their load-bearing capabilities or improve their ductility under seismic stress. Additionally, due to changes in service circumstances, a structure might need to be modified to reduce deflections or manage cracking. Strengthening may be preferable to limiting usage, capping applied loads, and regularly inspecting the structure rather than removing the existing structure or part and building a new one. This study aims to examine the flexural, shear, and combined effect of flexural and shear behavior of reinforced concrete (RC) beams strengthened with externally bonded spent catalyst-based ferrocement laminates and compare them to the control beams (unstrengthened) under two-point loading conditions. This study involves researching laminates with various spent catalyst doses, such as 3, 6, 9, and 12%, in an effort to determine the best amounts that will improve the structural performance of ferrocement laminates. Twelve spent catalyst-based ferrocement laminates measuring 500(L) × 125(B) × 20 mm (thickness) with 3% volume fraction of meshes each were cast and tested in the lab as part of the preliminary investigation. For repeatability, three laminates per case were employed. Eight numbers of under-reinforced RC beams measuring 75(L) × 100(B) × 150(D) mm were cast for the main study; six numbers were strengthened with optimized spent catalyst-based ferrocement laminates bonded with flexible epoxy systems at the tension zone, shear zone, and combination of tension and shear zone. Two of the beams were cast as control specimens. The beams were then evaluated using a Universal Testing Machine (UTM) with a 1000 kN capacity under two-point loading conditions. As a result, the strength, yield load, ultimate load, stiffness, ductility, and related failure modes of all tested beams' flexural and shear performances were examined. According to a preliminary analysis of laminates made of spent catalyst, the dosage of 9% provides good flexural strength in comparison to other doses. In comparison to the strengthened beam, the control beam's initial cracks appeared earlier. In comparison to the control beam, the strengthened beam has an increase in load-carrying capacity of 18% for flexure, 16% for shear, and 30% for the combined impact of flexure and shear. In comparison to the control beam, the deflection of the strengthened beam was decreased by close to 20 to 40% for flexure, 10 to 30% for shear, and 15 to 20% for the combined effects of flexure and shear at the same load level. In relation to control beams, the ductility also improved up to 30% for flexure, 25% for shear, and 25% for the combined impact of flexure and shear. Similar to this, the retrofitted beam is stiffer than the control beam by approximately 40% for flexure, 48% for shear, and 30% for the combined effect of flexure and shear. Theoretical formulation by section analysis is also derived and it gives close agreement with control and strengthened beams. The flexural and shear strengthening of the RC beam retrofitting system is effectively increased by using spent catalyst-based ferrocement laminates. No beam showed signs of premature and brittle failure. According to the test findings, it can be said that spent catalyst-based ferrocement reinforced beams perform better in every way than control beams. Doi: 10.28991/HIJ-2023-04-01-013 Full Text: PDF

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Paramasivam, P., C. T. E. Lim i K. C. G. Ong. "Strengthening of RC beams with ferrocement laminates". Cement and Concrete Composites 20, nr 1 (styczeń 1998): 53–65. http://dx.doi.org/10.1016/s0958-9465(97)00068-1.

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Paramasivam, P., K. C. G. Ong i C. T. E. Lim. "Ferrocement laminates for strengthening RC T-beams". Cement and Concrete Composites 16, nr 2 (styczeń 1994): 143–52. http://dx.doi.org/10.1016/0958-9465(94)90008-6.

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Rameshkumar, Manickam, Ramalingam Malathy, Priyalatha Chandiran, Sundararajan Paramasivam, Ill-Min Chung, Seung-Hyun Kim i Mayakrishnan Prabakaran. "Study on Flexural Behaviour of Ferrocement Composites Reinforced with Polypropylene Warp Knitted Fabric". Polymers 14, nr 19 (29.09.2022): 4093. http://dx.doi.org/10.3390/polym14194093.

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Ferrocement is a cost-effective construction material used in the low-cost constructions. It is produced with the combination of cement mortar with closely spaced wire mesh known as chicken wire mesh. Ferrocement process eliminates coarse aggregates when compared to reinforced concrete thus makes the process simple. This paper deals with the influence of various characteristics of warp knitted fabric on the flexural properties of ferrocement composites. Ferrocement composites have a wide range of applications in the construction industry and it has some limitations due to the durability issues. Among the various durability issues, corrosion is one of the main issues to be addressed to enhance the long-term service life of the ferrocement composites. The idea of using non-metallic mesh to eliminate the corrosion problem is discussed in this paper. In this experiment, warp knitted fabric reinforced ferrocement composites were produced using polypropylene warp knitted fabrics. This paper deals with the flexural properties of ferrocement composites made of warp knitted fabric coated with expoxy. This paper deals with the flexural properties of ferrocement composites made of warp knitted fabric coated with expoxy. These composites were analyzed for their flexural strength, energy absorption and ductile property. The variables in the experiment are filament thickness, warp knitted structure and number of layers in the composites. Experimental results proved that the replacement of chicken mesh wire by warp knitted fabrics has an impact in the flexural properties of the composites and the effect of variables in the experiment set up has been analyzed. There is an imporvement of 200% is observed in the first crack load and 120% improvement in the ultimate load of the warp knit fabric reinforced composite compared to control sample. Experimental results proved that there is an increase in flexural strength of ferrocement composites made up with warp knitted fabrics. Microstructure studies like SEM and EDX on ferrocement laminates confirmed good bonding between the mortar mix and warp knitted fabrics.

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Shaheen, Yousry, Noha Soliman i Fathya El-Araby. "Repairing Reinforced Concrete Beams with Openings by Ferrocement Laminates". International Conference on Civil and Architecture Engineering 12, nr 12 (1.04.2018): 1–20. http://dx.doi.org/10.21608/iccae.2018.30052.

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Jiang, Long Min, Fan Hua Tang i Man Li Ou. "Experimental Research on the Strengthening of RC Columns by High Performance Ferrocement Laminates". Advanced Materials Research 243-249 (maj 2011): 1409–15. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1409.

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Eleven approximate full-size specimens including nine eccentrically compressed columns of monotonic loading and two axially compressed columns of laterally cyclic loading were tested. By a series of comparison experiment of specimens strengthened by high performance ferrocement laminates (HPFL) and no strengthened specimens, it was found that the RC columns strengthened with attached HPFL demonstrated greater degree of improving in load-bearing capacity, in which the carrying capacity increment of the strengthened eccentrically compressed columns with lesser eccentricity was greater than that of the same type of columns with bigger eccentricity under the same strengthening conditions; the strengthening effects of the specimens with lower concrete grade are better than that of those ones with higher concrete grade; the ductility and energy dissipation ability of the strengthened columns were remarkably increased. In this paper, the test results is described, the principle and regularity that this category of strengthening laminate improved the ultimate load-bearing capacity, ductility, cracking behavior and mode of failure etc. of the RC columns are analyzed. The studying results proved that this strengthening measure for RC columns is superior to make the strengthening effect notable, working behavior of strengthened column excellent, strengthening construction easy and economical.

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Rozprawy doktorskie na temat "FERROCEMENT LAMINATES"

MODI, NITIN. "RETROFITTING OF RC BEAMS USING FRP (FIBER REINFORCED POLYMER) AND FERROCEMENT LAMINATES". Thesis, 2012. http://dspace.dtu.ac.in:8080/jspui/handle/repository/13969.

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M.TECH
Now a days it is common observation that structures are unable to give service as much as they are expected as per design. This is because of deterioration of the concrete and reinforcements caused by various environmental factors or due to an increase in applied loads. As a result of structural rehabilitation needs, strengthening and retrofitting of concrete structural parts becomes the major research area for the researchers. The Retrofitting can be used as a cost-effective alternative to the replacement of these structures and is often the only feasible solution. The main objectives of investigation are to study the structural behavior of reinforced concrete beams strengthened with different Fiber-reinforced polymer (FRP) mainly Glass Fiber-reinforced polymer (GFRP) and Carbon Fiber-reinforced polymer (CFRP) and ferrocement laminates. The objective was achieved by casting and testing of unstrengthened and strengthened beam specimens in flexural and shear, respectively using FRP wrap configration and ferrous cement laminates. The experimental results are analysed and discussed in the light of load deformation behavior and load enhancement characteristics. Worldwide, a great deal of research is currently being conducted concerning the use of fiber reinforced plastics wrap, laminates and sheets in the repair and strengthening of reinforced concrete members. The experimental results of the present investigation suggests that Fiber-reinforced polymer (FRP) application is a very effective way to repair and strength structures that have become structurally weak over their life span. FRP repair systems provide an economically viable alternative to traditional repair systems and materials.

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Książki na temat "FERROCEMENT LAMINATES"

Naaman, Antoine E. Ferrocement and laminated cementitious composites. Ann Arbor, Mich: Techno Press, 2000.

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Części książek na temat "FERROCEMENT LAMINATES"

Manoharan, R., R. Rajkumar, B. Gokula Krishnan i R. Aravindh. "Retrofitting of RC Beams Using Polymer Ferrocement Laminates—Laboratory Model Study and Finite Element Analysis". W Lecture Notes in Mechanical Engineering, 631–45. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-1724-8_58.

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"High strength ferrocement laminates for structural repair". W Concrete Solutions, 399–402. CRC Press, 2009. http://dx.doi.org/10.1201/9780203864005-74.

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Jamal Shannag, M. "High strength ferrocement laminates for structural repair". W Concrete Solutions. CRC Press, 2009. http://dx.doi.org/10.1201/9780203864005.ch65.

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Mourad, S., i M. Shannag. "Repairing reinforced concrete rectangular columns using ferrocement laminates". W Computational Vision and Medical Image Processing, 757–64. CRC Press, 2011. http://dx.doi.org/10.1201/b11570-107.

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Mourad, S., i M. Shannag. "Repairing reinforced concrete rectangular columns using ferrocement laminates". W Concrete Solutions 2011. CRC Press, 2011. http://dx.doi.org/10.1201/b11585-107.

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Streszczenia konferencji na temat "FERROCEMENT LAMINATES"

Longmin Jiang i Fangcheng Liu. "Research on the axially compressed behavior of RC columns strengthened by high performance ferrocement laminates". W 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5775281.

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Jiang, Longmin, Wenjing Liu i Xiang Yi. "Experimental Study on The Seismic Behaviorof Rc Round Columns Strengthened by High Performance Ferrocement Laminates". W 4th Annual International Conference on Material Engineering and Application (ICMEA 2017). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/icmea-17.2018.56.

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Jiang, Longmin, i Hui Cao. "Study on the axially compressed behavior of RC square columns strengthened by high performance ferrocement laminates". W 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769444.

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