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Artykuły w czasopismach na temat „FERROCEMENT LAMINATES”

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Data publikacji: 11 września 2023

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1

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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6

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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9

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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10

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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11

Manikandhan, Mr KU, i M. Thiyaga Bala. "Experimental Investigation on Flexural Behaviour of Ferrocement Laminates Using Different Forms of Meshes". International Journal for Research in Applied Science and Engineering Technology 10, nr 12 (31.12.2022): 1942–46. http://dx.doi.org/10.22214/ijraset.2022.48174.

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Abstract: The present study describes the results of testing ferrocement panels reinforced with of different types of meshes. The main objective of the study was to investigate the effect of different types of meshes as reinforcement in thin mortar specimen and select the best suitable mesh for further work. Types of meshes were used expanded metal mesh, galvanized woven mesh and welded mesh has a diameter of 1.58 mm. Size of openings are 20x35 mm, 10x10 mm and 15x15 mm. Panels of a size of 560x150x35 mm were reinforced with three layers of wire mesh. Panels were casted with mortar of mix proportion 1:2 and water cement ratio 0.40. The four specimens were tested under four-point loading system on universal testing machine after curing period of 7 days and eight specimens after curing period of 28 days. Test results shows that the flexural strength of the specimen with welded mesh exhibits greater flexural strength than other two types of meshes.
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12

Sayhood, Eyad, Ammar Ali i Zahraa Sharhan. "Serviceability limit state of two-way reinforced concrete slab strengthened with different techniques". MATEC Web of Conferences 162 (2018): 04001. http://dx.doi.org/10.1051/matecconf/201816204001.

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The experimental results for service load of sixteen simply supported two way reinforced concrete slabs under the action of concentrated patch load were determined based on the amount of permissible deflections and the crack widths.All the slabs had the same overall dimensions and flexural steel reinforcement. Five types of strengthening were adopted. The first and second methods include applying either near surface mounted (NSM) or near reinforcement mounted (NRM) ferrocement layers. While the third method includes applying a concrete layer reinforced with welded wire fabric mesh of various diameters. The fourth and fifth methods include fixing CFRP rods and laminates, respectively, on the bottom surface of slabs. Strengthening techniques were applied on the bottom surface of fifteen slab specimens. In addition, a control slab specimen without any strengthening was used for the purpose of comparison. The calculated results for ultimate loads based on serviceability requirements (deflection and crack width according to both ACI and BS formulae) were lower than the experimental results.
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13

Sridhar, J., R. Malathy i RK Sangeetha. "Flexural Strengthening of Reinforced Concrete Beams using Ferrocement Laminates with Partial Replacement of Fine Aggregate by Steel Slag". Journal of Engineering and Technology 4, nr 2 (2014): 125. http://dx.doi.org/10.4103/0976-8580.141205.

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14

Shang, Shou Ping, i Long Li. "High Performance Ferrocement Laminate Strengthening Technology". Advanced Materials Research 779-780 (wrzesień 2013): 88–95. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.88.

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High Performance Ferrocement Laminate (HPFL) is a new strengthening structure method which needs to imbed the shear dowel on the strengthened material in order to ensure the associated work effect of high performance ferrocement laminate and the original structural member. This paper introduces the measures and examples of high performance ferrocement laminate. The way has the characteristic of good effect, low cost and simple construction methods, and it is suitable for the vast areas which need resisting earthquake.
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15

J.H.L, Bong, i Ahmed E. "Study the Structural Behaviour of Ferrocement Beam". Journal of Civil Engineering, Science and Technology 1, nr 2 (1.04.2010): 1–7. http://dx.doi.org/10.33736/jcest.79.2010.

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The need of the construction industry to look for a reliable and cheaper strengthening component for reinforced concrete structure has led to the usage of ferrocement which proves to be a promising solution. This paper describes the structural short-term behavior of a beam strengthened with ferrocement laminate and identifies its advantages. Beam which is strengthened with ferrocement laminate is compared to a control beam for analysis of the advantages of using ferrocement. From the experiment carried out, beam strengthened with ferrocement proves to have a higher cracking load, ultimate load as well as having a lower deflection in comparison to a normal beam.
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Batson, Gordon. "Ferrocement and laminated cementitious composites". Materials and Structures 33, nr 2 (marzec 2000): CO3. http://dx.doi.org/10.1007/bf02484171.

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Jiang, Long Min, Hong Jun Li, Lei Liu i Jin Dan Zhang. "Research Summary of Strengthening RC Shear Walls". Applied Mechanics and Materials 501-504 (styczeń 2014): 969–76. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.969.

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This paper described the characteristics of the existing methods of strengthening RC shear walls at home and abroad, and discussed the research and operation of strengthening RC shear walls using these methods. It focused on the performance characteristics of the reinforced shear walls structure such as the bearing capacity, the ductility, the deformation capacity and energy dissipation capacity. And the future research trend of the High Performance Ferrocement Laminate reinforcement method is presented.
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Shang, Shou Ping, Mei Fang Xu i Chao Qun Ji. "Seismic Performance for Low Strength Row-Lock Cavity Masonry Reinforced with HPFL". Advanced Materials Research 243-249 (maj 2011): 779–86. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.779.

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In order to investigate the failure mechanism,failure mode and hysteresis curves of the low strength row-lock cavity walls strengthened with HPFL(High Performance Ferrocement Laminate), eight pieces of rowlock cavity walls subjected to low-frequency cyclic loads and a constant-amplitude vertical load on top were tested, and the results showed that the bearing capacity, ductility and energy intensity all were greatly improved on the basis of comparison and analysis of the seismic behavior influenced by different strengthening methods. In addition, this article proposed the calculation formulas for reinforcement design reference .
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Jiang, Long Min, Ai Bo He i Yan Huang. "The Finite Element Simulation Analysis of HPFL Reinforced Concrete Slab-Column Structure". Advanced Materials Research 1049-1050 (październik 2014): 294–99. http://dx.doi.org/10.4028/www.scientific.net/amr.1049-1050.294.

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High performance ferrocement laminate (HPFL) reinforcement method is used in this paper to make a finite element analysis on mechanical properties of five reinforced slab-column members. The analysis shows that the bearing capacity of reinforced slab columns and rigidity of midspan slab band have been improved accordingly. Furthermore, with different layout types (field type, groined type and, cross type) of steel mesh in reinforced layer, reinforcement effect and mechanical behavior of reinforced columns can be different. On the premise that punching shear resistance of original columns is strong enough, cross-type reinforcement is the best bending resistance reinforcement pattern of the best reinforcement effect with field-type reinforcement as the second. A reasonable selection of reinforcement pattern shall be made on the basis of the structure’s own mechanical characteristics while a reasonable reinforcement pattern can both ensure the effect of reinforced columns and cut the costs. Conclusions of the paper are supposed to provide some references for reinforcement design in practical engineering.
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Huang, Hua, Kailin Xi, Yu Zhang, Jinghui Shi i Boquan Liu. "Calculation of Axial Compression Capacity for Square Columns Strengthened with HPFL and BSP". Advances in Materials Science and Engineering 2016 (2016): 1–11. http://dx.doi.org/10.1155/2016/4175630.

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The load carrying capacity and failure mechanism of 8 square columns strengthened with high-performance ferrocement laminate (HPFL) and bonded steel plates (BSP) were analyzed on the basis of experiments on the axial compression performance of these columns. Results show that the reinforcing layer worked together with the original columns as a whole, and the load-bearing capacity significantly increased. When failure of the strengthened column occurred, the mortar and concrete were crushed and bulged outward in the middle of the columns, the angle bars and longitudinal steel bars buckled, and some stirrups were pulled out. The chamfering of angle bar momentously affected the primary damage of steel strand. The values of the strength reduction factor and pressure effective utilization coefficient of the mortar were suggested. Based on the experiments and existing tests of 35 columns strengthened with HPFL, equations for the axial compression bearing capacity were proposed and all calculation results agreed well with testing results. Therefore, the calculation method could be used in the capacity design of axial compression strengthened columns.
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Shang, Shouping, Fangyuan Zhou i Wei Liu. "Calculation of diagonal section and cross-section bending capacity for strengthening RC structure using high-performance ferrocement laminate". Frontiers of Architecture and Civil Engineering in China 3, nr 3 (21.07.2009): 330–38. http://dx.doi.org/10.1007/s11709-009-0046-x.

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Shang, Shou Ping, Bo Wen Zhu i Xue Zhang Wen. "New Isolation Technology of Rural Buildings". Advanced Materials Research 639-640 (styczeń 2013): 825–31. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.825.

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China is a large agricultural nation where most of the population and national economy is concentrated in rural areas. At the meantime, our country is a seismic country where earthquakes frequently take place. The earthquake disaster of Wenchuan in 2008 seemed that it always cost a great damage in rural areas. According to the present situation, a new type of seismic practical technology called steel-asphalt composite isolation lay is put forward with the characteristics of economic, simple and reliable. In order to test the effect of the new isolation layer, we have built a new house in use of the isolation layer nearby the rural areas in Changsha, beside the shaking table experiment in laboratory. The practical engineering in masonry structure has three floors and a basement. After the structure of the house had been finished, we tested the isolation effectiveness of the house. The results showed that the isolation layer can decay the acceleration about 40% and the isolation effectiveness is very well. Therefore, the seismic grade of the super structure can be reduced. So we took use of the High Performance Ferrocement Laminate as the ring beam and constructional column instead of the reinforced concrete. The cost of the upper structure can be reduced. And the money can be taken used on the building of the isolation layer. Therefore the whole cost of the structure didn’t increased.
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Batson, Gordon. "Ferrocement and Laminated Cementitious Composites, Antoine E. Naaman, Techno Press 3000, P.O. Box 131038, Ann Arbor, MI 48105, USA (2000), 372 pp. E-mail: technopress@yahoo.com; web site: ; tel/FAX: 1-734-9970969; ISBN 0-9674939-0-0; LCCN: 99-96382; hardcover ($75)". Cement and Concrete Composites 22, nr 6 (grudzień 2000): 477–78. http://dx.doi.org/10.1016/s0958-9465(00)00038-x.

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Kumar MS, Dinesh, Shankarananth S, Anekar Mohammed Uzair, Gopinath S i Yogesh Vijaya Raj M. "RC Beams Retrofitted by Ferrocement Laminates with Addition of Alccofine". Journal of Material Science & Engineering 07, nr 04 (2018). http://dx.doi.org/10.4172/2169-0022.1000478.

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Sinha, Arnab Kumar, i Sudip Talukdar. "Repairing of web opened RC beam with ferrocement laminates using alkali activated mortar". Journal of Building Pathology and Rehabilitation 8, nr 1 (31.05.2023). http://dx.doi.org/10.1007/s41024-023-00302-5.

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Shang, Shouping, i Xinzhong Huang. "Strengthening Reinforced Concrete Structure and Masonry Structure with High Performance Ferrocement Laminate (HPFL)". DEStech Transactions on Engineering and Technology Research, icaenm (24.04.2017). http://dx.doi.org/10.12783/dtetr/icaenm2017/7799.

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