Archives
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Enhancing Rheological and Thermal Properties of a Biodegradable Lubricant Developed from Havea Brasiliensis (Rubber Seed) Oil using Additives
Ajay Markose Kuruvilla ; Abey Babu; Ajin K Anil; Arun Jacob; Delfin Thomas
Mechanical Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 77 - 80
In the present context, mineral oils that we use for lubrication purposes in equipments are not ecofriendly or biodegradable. Most of them are hazardous to the microorganisms when they are spilt into the soil. This project aims to evaluate the possibility of developing a biolubricant with comparable rheological and thermal properties to that of the commercially available mineral oil. Estimation of rheological and thermal properties of Rubber Seed oil (RSO) and improving the properties by addition of nanoparticles and comparing with commercially available mineral oil (SAE10W30) are the main objectives of this project. Rheological properties include kinematic viscosity and density. Important thermal properties evaluated are flash point, fire point and temperature at which mass degradation starts (TGA temperature). Additives include nanoparticles like TiO2, MoS2, CuO, graphite.
Citation
IJIRST Ajay Markose Kuruvilla, Abey Babu, Ajin K Anil, Arun Jacob and Delfin Thomas. "Enhancing Rheological and Thermal Properties of a Biodegradable Lubricant Developed from Havea Brasiliensis (Rubber Seed) Oil using Additives" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 77-80 MLA Ajay Markose Kuruvilla, Abey Babu, Ajin K Anil, Arun Jacob and Delfin Thomas. "Enhancing Rheological and Thermal Properties of a Biodegradable Lubricant Developed from Havea Brasiliensis (Rubber Seed) Oil using Additives." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 77-80. APA Ajay Markose Kuruvilla, Abey Babu, Ajin K Anil, Arun Jacob and Delfin Thomas. (2018). Enhancing Rheological and Thermal Properties of a Biodegradable Lubricant Developed from Havea Brasiliensis (Rubber Seed) Oil using Additives. International Journal for Innovative Research in Science & Technology, 5(1), 77-80. Chicago Ajay Markose Kuruvilla, Abey Babu, Ajin K Anil, Arun Jacob and Delfin Thomas. "Enhancing Rheological and Thermal Properties of a Biodegradable Lubricant Developed from Havea Brasiliensis (Rubber Seed) Oil using Additives." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 77-80. 
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Comparative Study on Stabilization of Shedi Soil using Sulphur Sludge and Silica Fume
Shaik Riyan Inamdar ; Poojeshwari Kotagi; Dr. Vageesh Mathad; A. Pandurang
Geo Technical Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 81 - 86
The earth has numerous characteristic sources one of them the most essential is soil. Soil has numerous attributes and numerous structures as the place fluctuates soil compose and the dirt qualities likewise change. Accordingly it is considerably more important to think about the dirt structures and qualities similar to a Geotechnical design. Shedi soil has numerous inconveniences than the other soil, as this examination manages the issues of Kham Thana town close Bidar soil. Accordingly this test work includes the examination on the engineering conduct of Shedi soil utilizing Sulphur Sludge and Silica Fume. OMC and MDD were ascertained for every one of the extents by Standard Proctor test. For UCS test treated examples (Separate and combined) were set up with the coveted OMC and MDD and kept in hermetically sealed desiccators for the curing times of 3,5,7 and 10 day and test was directed with particular the curing time frames. It has been observed that adding 20% of Sulphur Sludge with 2% of Silica Fume Separately to soil will increases the unconfined compressive strength values for 3,5,7 & 10 days. This investigation additionally reinforces the week soil by Stabilization utilizing Sulphur Sludge for building up the quality properties.
Citation
IJIRST Shaik Riyan Inamdar, Poojeshwari Kotagi, Dr. Vageesh Mathad and A. Pandurang. "Comparative Study on Stabilization of Shedi Soil using Sulphur Sludge and Silica Fume" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 81-86 MLA Shaik Riyan Inamdar, Poojeshwari Kotagi, Dr. Vageesh Mathad and A. Pandurang. "Comparative Study on Stabilization of Shedi Soil using Sulphur Sludge and Silica Fume." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 81-86. APA Shaik Riyan Inamdar, Poojeshwari Kotagi, Dr. Vageesh Mathad and A. Pandurang. (2018). Comparative Study on Stabilization of Shedi Soil using Sulphur Sludge and Silica Fume. International Journal for Innovative Research in Science & Technology, 5(1), 81-86. Chicago Shaik Riyan Inamdar, Poojeshwari Kotagi, Dr. Vageesh Mathad and A. Pandurang. "Comparative Study on Stabilization of Shedi Soil using Sulphur Sludge and Silica Fume." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 81-86.
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Flywheel Bicycle
George Paul ; Akhil Joseph Abraham; Akhil Mathew; Akhil Scaria
Mechanical Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 87 - 90
The bicycle invention had an enormous effect on society, both in terms of culture and of advancing modern industrial method. But now-a-days there is decrease in use of bicycle. Because the main drawback with conventional bicycles is that more efforts are needed while travelling on a gradient and energy used by the bicycle is more. For minimizing this problem, we are using kinetic energy recovery system by designing the flywheel for recovering the moving bicycle energy under breaking and also to convert the usual loss in kinetic energy into gain in kinetic energy. When riding a bicycle, a great amount of kinetic energy is lost while breaking. To use this energy, we are using a flywheel to store the energy which is normally lost during breaking and reuse it to help propel the rider when starting. By designing the flywheel which is more suitable to the frame properties and rider compatibility the efforts of the rider can be reduce. The rider can charge the flywheel during downward motion on hilly road and boost the bicycle when accelerating. This project preliminary deal with one of the method for recovering the kinetic energy from the Flywheel, which is implemented in a bicycle. In this we are concentrating on the mass of the flywheel and re-designing it.
Citation
IJIRST George Paul, Akhil Joseph Abraham, Akhil Mathew and Akhil Scaria. "Flywheel Bicycle" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 87-90 MLA George Paul, Akhil Joseph Abraham, Akhil Mathew and Akhil Scaria. "Flywheel Bicycle." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 87-90. APA George Paul, Akhil Joseph Abraham, Akhil Mathew and Akhil Scaria. (2018). Flywheel Bicycle. International Journal for Innovative Research in Science & Technology, 5(1), 87-90. Chicago George Paul, Akhil Joseph Abraham, Akhil Mathew and Akhil Scaria. "Flywheel Bicycle." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 87-90.
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A Study on Optimum Utilization of Different Mineral Admixtures in High Performance Concrete with Various W/B Ratios
Aruna Mudunuri ; P J D Anjaneyulu; M K M V Ratnam
Structural Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 91 - 94
High - performance concrete (HPC) is fast getting acceptability for a wide range of applications in the construction of concrete structures. It is a tailor made material for specific applications and having advantageous properties like high strength, high durability and high constructability as compared to the conventional type of normal strength concrete. To produce such a high performance concrete, mineral admixtures like silica fume, metakolin and fly ash on the one hand and super plasticizer on the other hand used along with normal ingredients. The use of mineral admixtures in concrete enhances its properties regarding strength, durability, workability and economy. They act as pozzolanic materials as well as micro fillers; thereby the microstructure of hardened concrete becomes denser and stronger. Supreplasticizers being surfactant in nature, help to disperse the cement particles in the mix and thus enhance the fluidity of the mixes at low water binder ratio. The scope of the present study is to investigate the effect of mineral admixtures such as silica fume, metakolin and fly ash towards the performance of HPC. An effort has been made to focus on the mineral admixtures towards their pozzolanic reaction, contribution towards strength properties, mix proportioning, and self-compactability. The strength characteristics such as compressive strength and tensile strength are investigated with different water binder ratios (w/b) at different ages to find the optimum replacement of mineral admixtures. The compressive strength of HPC with mineral admixtures at the replacement levels of 0%, 5%, 10% and 15% were studied at 7 days, 28 days, 56 days and 90 days of curing. The strengths were compared and the optimum replacement level of each mineral admixture was arrived at. The tensile strength and flexural strength of HPC were obtained at the same replacement levels of mineral admixtures at 28 days curing.
Citation
IJIRST Aruna Mudunuri, P J D Anjaneyulu and M K M V Ratnam. "A Study on Optimum Utilization of Different Mineral Admixtures in High Performance Concrete with Various W/B Ratios" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 91-94 MLA Aruna Mudunuri, P J D Anjaneyulu and M K M V Ratnam. "A Study on Optimum Utilization of Different Mineral Admixtures in High Performance Concrete with Various W/B Ratios." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 91-94. APA Aruna Mudunuri, P J D Anjaneyulu and M K M V Ratnam. (2018). A Study on Optimum Utilization of Different Mineral Admixtures in High Performance Concrete with Various W/B Ratios. International Journal for Innovative Research in Science & Technology, 5(1), 91-94. Chicago Aruna Mudunuri, P J D Anjaneyulu and M K M V Ratnam. "A Study on Optimum Utilization of Different Mineral Admixtures in High Performance Concrete with Various W/B Ratios." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 91-94.
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A Study on Effect of Steel Fiber in Fly Ash based Self compacting Concrete
Sheik Jareena Begum ; P J D Anjaneyulu; M K M V Ratnam
Structural Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 95 - 99
Concrete is a versatile widely used construction material. Ever since concrete has been accepted as a material for construction, researchers have been trying to improve its quality and enhance its performance. Recent changes in construction industry demand improved durability of structures. There is a methodological shift in the concrete design from a strength based concept to a performance based design. At present there is a large emphasis on performance aspect of concrete. One such thought has lead to the development of Self Compacting Concrete (SCC). It is considered as “the most revolutionary development in concrete constructionâ€. SCC is a new kind of High Performance Concrete (HPC) with excellent deformability and segregation resistance. It can flow through and fill the gaps of reinforcement and corners of moulds without any need for vibration and compaction during the placing process. The features of mix proportion of SCC include low water to cementitious material ratio, high volume of powder, high paste to aggregate ratio and less amount of coarse aggregate. One of the popularly employed techniques to produce Self Compacting Concrete is to use fine materials like Fly Ash, GGBFS etc; in concrete, besides cement, the idea being to increase powder content or fines in concrete. The original contribution in the field of SCC is attributed to the pioneering work of Nan Su etal; who have developed a simple mix design methodology for Self-Compacting Concrete. In this method, the amount of aggregate required is determined first, based on Packing Factor (PF). This will ensure that the concrete obtained has good flowability, self-compacting ability and other desired SCC properties. The European Federation of Producers and Applicators of Specialist Products for Structures (EFNARC) [2005] have also laid down certain guidelines for fresh properties of SCC. ï€ The present investigation is aimed at developing high strength Self Compacting Concrete of M55 and M65 Grades. ï€ SCC characteristics such as flowability, passing ability and segregation resistance have been verified using slump flow, L box and V funnel tests. ï€ To study the Physical Properties of the materials used in our work. ï€ To study the effect of using Steel Fibers in SCC. ï€ To study the Mechanical Properties of the obtained SCC & FRSCC.
Citation
IJIRST Sheik Jareena Begum, P J D Anjaneyulu and M K M V Ratnam. "A Study on Effect of Steel Fiber in Fly Ash based Self compacting Concrete" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 95-99 MLA Sheik Jareena Begum, P J D Anjaneyulu and M K M V Ratnam. "A Study on Effect of Steel Fiber in Fly Ash based Self compacting Concrete." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 95-99. APA Sheik Jareena Begum, P J D Anjaneyulu and M K M V Ratnam. (2018). A Study on Effect of Steel Fiber in Fly Ash based Self compacting Concrete. International Journal for Innovative Research in Science & Technology, 5(1), 95-99. Chicago Sheik Jareena Begum, P J D Anjaneyulu and M K M V Ratnam. "A Study on Effect of Steel Fiber in Fly Ash based Self compacting Concrete." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 95-99.
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A Comparative Study on Mechanical Properties of Concrete by using Copper Slag & Granite Powder as Partial Replacement for Fine Aggregate
M Lakshmi Kumar ; Manne Venkata Krishna; M L Kumar; G. Kalyan; V. Ravi Kumar
Civil Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 100 - 103
Concrete is the most popular building material in the world. It is the most consumable material after water. Concrete is a mixer of binding material, fine aggregate, coarse aggregate and water. Generally Ordinary Portland Cement (OPC) is used as a binding material, Hard Broken Granite (HBG) stone is used as a coarse aggregate and River sand has been the most popular choice for the fine aggregate component of concrete in the past, but overuse of these materials has led to environmental concerns, the depleting of securable Natural resource deposits and a concomitant price increase in the material. As environmental and cost concerns Industrial waste or industrial by products can be used as a partial or full replacement of natural resources. The present, study concerns with the partial replacement of fine aggregate in conventional concrete. The reduction in the sources of natural sand and the requirement for reduction in the cost of concrete production has resulted in the increased need to identify substitute material to sand as fine aggregates in the production of concrete. Various type of materials can be used for replacement in fine aggregate. In which, some of the materials are Copper slag, Granite powder, Granulated blast furnace slag, Washed bottom ash, Quarry dust, Foundry sand, Spent fire bricks, Sheet glass powder, Construction and demolition waste, etc. In present study copper slag and granite powder can be used as a partial replacement of sand. Granite stone powder, a by-product from the cutting process of granite stone used for flooring is one of such materials. Copper slag is a by-product obtained during the matte smelting and refining of copper. The reduction in waste generation by manufacturing value-added products from the granite stone waste will boost up the economy of the granite stone industry. The utilization of granite powder and copper slag in high performance concrete could turn this waste material into a valuable resource with the added benefit of preserving environment. At the same time Copper slag possesses mechanical and chemical characteristics that qualify the material to be used in concrete as a partial replacement or as a substitute for fine aggregates since it is available in large quantity from the world copper industry. In recent days there were also been many attempts to use Fly Ash, an industrial by product as partial replacement for cement to have higher workability, long term strength and to make the concrete more economically available. Here it was attempted the use of Pozzolana Portland Cement (PPC) instead of Ordinary Portland Cement (OPC). This present work is also an attempt to use Granite powder and Copper slag as partial replacement for Sand in M25 grade concrete. Attempts have been made to study the properties of concrete and some properties of Granite powder and Copper slag, their suitability of those properties to enable them to be used as partial replacement materials for sand in concrete.
Citation
IJIRST M Lakshmi Kumar, Manne Venkata Krishna, M L Kumar, G. Kalyan and V. Ravi Kumar. "A Comparative Study on Mechanical Properties of Concrete by using Copper Slag & Granite Powder as Partial Replacement for Fine Aggregate" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 100-103 MLA M Lakshmi Kumar, Manne Venkata Krishna, M L Kumar, G. Kalyan and V. Ravi Kumar. "A Comparative Study on Mechanical Properties of Concrete by using Copper Slag & Granite Powder as Partial Replacement for Fine Aggregate." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 100-103. APA M Lakshmi Kumar, Manne Venkata Krishna, M L Kumar, G. Kalyan and V. Ravi Kumar. (2018). A Comparative Study on Mechanical Properties of Concrete by using Copper Slag & Granite Powder as Partial Replacement for Fine Aggregate. International Journal for Innovative Research in Science & Technology, 5(1), 100-103. Chicago M Lakshmi Kumar, Manne Venkata Krishna, M L Kumar, G. Kalyan and V. Ravi Kumar. "A Comparative Study on Mechanical Properties of Concrete by using Copper Slag & Granite Powder as Partial Replacement for Fine Aggregate." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 100-103.
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Stabilization of Black Cotton Soil using GGBS, Glass Fiber and Ordinary Portland Cement
Md. Mujaheduddin ; Dr. Vageesha S Mathada; Md. Khaja Moinuddin; Poojeshwari M. Kotagi
Civil Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 104 - 108
The expansive soils are particular type of soils which are almost clayey soils. When they absorb the process of expansion takes place and they shrink when they dry out. The swelling process generates the hydraulic pressure which results in the heaving or lifting of the structure. Whereas differential settlement can be caused by the process of shrinkage. Due to the shrinkage and swelling process, many buildings and pavements which are placed on such soils are exposed to danger. Thus, the technique of stabilization is made for enhancing the properties of soil to avoid the mentioned risk. 20% of Indian land covers the black soil, which is around 0.8msqkm. The experiments are done in the laboratory by blending the optimum % of ground granulated blast furnace slag, ordinary Portland cement 0.3%, 0.6%, 0.9% and 1.2% and the glass fibre 0.25%, 0.5%, 0.75% and 1% were used with black cotton soil to know their effects on it. OMC, MDD results were found out in the laboratory. The UCS is checked at 3,7 and 14 days of curing period for the mix proportions having highest values of MDD.
Citation
IJIRST Md. Mujaheduddin, Dr. Vageesha S Mathada, Md. Khaja Moinuddin and Poojeshwari M. Kotagi. "Stabilization of Black Cotton Soil using GGBS, Glass Fiber and Ordinary Portland Cement" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 104-108 MLA Md. Mujaheduddin, Dr. Vageesha S Mathada, Md. Khaja Moinuddin and Poojeshwari M. Kotagi. "Stabilization of Black Cotton Soil using GGBS, Glass Fiber and Ordinary Portland Cement." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 104-108. APA Md. Mujaheduddin, Dr. Vageesha S Mathada, Md. Khaja Moinuddin and Poojeshwari M. Kotagi. (2018). Stabilization of Black Cotton Soil using GGBS, Glass Fiber and Ordinary Portland Cement. International Journal for Innovative Research in Science & Technology, 5(1), 104-108. Chicago Md. Mujaheduddin, Dr. Vageesha S Mathada, Md. Khaja Moinuddin and Poojeshwari M. Kotagi. "Stabilization of Black Cotton Soil using GGBS, Glass Fiber and Ordinary Portland Cement." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 104-108.
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Comparative Study on Black Cotton Soil Stabilization by using Lime and Sisal Fiber
Sandyarani ; C. K. Patil; Dr. Vageesha Mathada; Bharamagoud. B
Geotechnical Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 109 - 115
Soil stabilization is done with the addition of lime and sisal fiber. The lime is added with varying percentages of lime are 2,5,9 and 12% and sisal fiber is added with varying percentages of sisal fiber and with varying lengths of sisal fiber are 0.2,0.5,0.9 and 1.2% with 3 to 3.4cm length at the interval of 0.2cm.To know the basic properties of the laboratory tests have been conducted. From results we came to know that the liquid limit, plastic limit and specific gravity of lime are decreases .In the addition of lime, the optimum moisture content and maximum dry density are increased at 9% lime. then unconfined compressive strength and California bearing ratio values are also increased at 9% lime. The addition of Sisal fiber the optimum moisture content and maximum dry density are increased at 0.5% sisal fiber then unconfined compressive strength and California bearing ratio are also increased at 0.5% sisal fiber. Taking optimum value of lime and as per highest value of aspect ratio of sisal fiber(l/d =170) at 3.4cm length with varying percentages of sisal fiber are 0.2,0.5,0.9 and 1.2.From this will get the maximum result in 9% lime with 0.5 sisal fiber.
Citation
IJIRST Sandyarani, C. K. Patil, Dr. Vageesha Mathada and Bharamagoud. B. "Comparative Study on Black Cotton Soil Stabilization by using Lime and Sisal Fiber" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 109-115 MLA Sandyarani, C. K. Patil, Dr. Vageesha Mathada and Bharamagoud. B. "Comparative Study on Black Cotton Soil Stabilization by using Lime and Sisal Fiber." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 109-115. APA Sandyarani, C. K. Patil, Dr. Vageesha Mathada and Bharamagoud. B. (2018). Comparative Study on Black Cotton Soil Stabilization by using Lime and Sisal Fiber. International Journal for Innovative Research in Science & Technology, 5(1), 109-115. Chicago Sandyarani, C. K. Patil, Dr. Vageesha Mathada and Bharamagoud. B. "Comparative Study on Black Cotton Soil Stabilization by using Lime and Sisal Fiber." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 109-115.
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Literature Review for Designing Walsh Pattern Generator
Navnath D. Shinde ; Mrs. Dhede Vaishal M
Electronics, Communication & Instrumentation
Year: 2018, Volume:5, Issue : 1
Pages: 116 - 117
This paper discussed literature review of different authors who tried to design a Walsh Pattern Generator. In the recent world Walsh pattern generator has major contribution in signal processing, communications system and other associated applications. Walsh pattern generator is a versatile hardware unit which contributes in the transition from sine/cosine functions to other complete systems of orthogonal functions means equivalent transition from linear, time-invariant components to linear, time-variable components. Normally Walsh pattern generators can be designed by Hadamard matrices algorithm which can be implemented using VHDL and Verilog Languages.
Citation
IJIRST Navnath D. Shinde and Mrs. Dhede Vaishal M. "Literature Review for Designing Walsh Pattern Generator" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 116-117 MLA Navnath D. Shinde and Mrs. Dhede Vaishal M. "Literature Review for Designing Walsh Pattern Generator." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 116-117. APA Navnath D. Shinde and Mrs. Dhede Vaishal M. (2018). Literature Review for Designing Walsh Pattern Generator. International Journal for Innovative Research in Science & Technology, 5(1), 116-117. Chicago Navnath D. Shinde and Mrs. Dhede Vaishal M. "Literature Review for Designing Walsh Pattern Generator." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 116-117.
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Characterisation of Continuous GFRP Composites using Digital Image Correlation (DIC) Technique
L. Lakshmi Aparna ; Dr. G. Chaitanya; Dr. K. Srinivas
Materials Engineering
Year: 2018, Volume:5, Issue : 1
Pages: 118 - 125
The usage of Glass Fiber Reinforced Plastic (GFRP) composites has drastically increased in today’s world starting from aerospace to sporting goods due to very high strength to weight ratio. GFRP composites have high significance in structural applications. This paper discuses about the material characterization of polymer based Glass Fiber Reinforced composite laminate using whole field non-contact Digital Image Correlation (DIC) technique. DIC is a unique exploring full field optical method used to measure accurate displacement, surface strains of the testing specimens by using speckle pattern on the free surface of material undergoing motion and deformation. It uses high speed, high resolution and accurate Charge-Coupled Device (CCD) cameras for measuring displacement components on the surface. Images and deformation data are captured at the time of testing at every stress cycle and these deformed patterns are correlated with subsets of the reference pattern across the selected Region of Interest (ROI). It was proved that subset size is a sensitive factor that has more effect on DIC because smaller the subset size greater the correlation with expense computational time. It also makes smoothing effect, eliminating noise from strain fields while maintaining the details of the data without altering their natural trend. However the increase in subset size significantly reduces the strain data due to discontinuity in correlation. Because of fast data acquisition this technique is well suited for characterization of material properties. The properties evaluated based on full field data are obtained from DIC measurements by performing series of tests as per American Society for Testing and Materials (ASTM) standards.
Citation
IJIRST L. Lakshmi Aparna, Dr. G. Chaitanya and Dr. K. Srinivas. "Characterisation of Continuous GFRP Composites using Digital Image Correlation (DIC) Technique" International Journal for Innovative Research in Science & Technology Volume 5 Issue 1 2018 Page 118-125 MLA L. Lakshmi Aparna, Dr. G. Chaitanya and Dr. K. Srinivas. "Characterisation of Continuous GFRP Composites using Digital Image Correlation (DIC) Technique." International Journal for Innovative Research in Science & Technology 5.1 (2018) : 118-125. APA L. Lakshmi Aparna, Dr. G. Chaitanya and Dr. K. Srinivas. (2018). Characterisation of Continuous GFRP Composites using Digital Image Correlation (DIC) Technique. International Journal for Innovative Research in Science & Technology, 5(1), 118-125. Chicago L. Lakshmi Aparna, Dr. G. Chaitanya and Dr. K. Srinivas. "Characterisation of Continuous GFRP Composites using Digital Image Correlation (DIC) Technique." International Journal for Innovative Research in Science & Technology 5, no. 1 (2018) : 118-125.
Abstract
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