Pub Date : 2019-01-01DOI: 10.33545/26648776.2019.v1.i1a.5
Ä°lker Sugozu
{"title":"Effect of Nano Solid Lubricant in Automotive Brake Lining","authors":"Ä°lker Sugozu","doi":"10.33545/26648776.2019.v1.i1a.5","DOIUrl":"https://doi.org/10.33545/26648776.2019.v1.i1a.5","url":null,"abstract":"","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"69 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86166401","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2019-01-01DOI: 10.33545/26648776.2019.v1.i1a.2
Maliheh Norouzi, Maryam Shaveisi, A. Rezaei
{"title":"Design of a novel testable reversible Alu in QCA technology for high-performance nanocomputing","authors":"Maliheh Norouzi, Maryam Shaveisi, A. Rezaei","doi":"10.33545/26648776.2019.v1.i1a.2","DOIUrl":"https://doi.org/10.33545/26648776.2019.v1.i1a.2","url":null,"abstract":"","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"143 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74035140","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Effect or impact of artificial intelligence (AI)","authors":"Ankit Kene, Shahjadi Sheikh, Harshitita Kothari, Ankita Chhalani","doi":"10.33545/26648776.2019.v1.i1a.1","DOIUrl":"https://doi.org/10.33545/26648776.2019.v1.i1a.1","url":null,"abstract":"","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"3 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86494660","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-12-31DOI: 10.15623/ijret.2018.0713001
K. ., J. ., Kunwar Sushil Kumar ., Devendra Ramtekkar .
The paper deals with the experimental study which was carried out to investigate the temperature rise characteristics of the concrete used in a prototype component of foundation for Interchange station of Nagpur Metro Rail Project, Nagpur, Maharashtra State. The actual temperature rise was measured by embedding Thermo Couples – Resistance temperature detector (RTD) in the prototype structure during concreting. The measurements were taken at 5 locations in the component – a pile cap by inserting thermo couples (TC’s) in 3 layers at each location totaling to 15 in all. The monitoring of temperature recorded by thermocouples was done by digital recorder manually on hourly basis up to 13 days and then once in 3 hrs. up to next 21 days and beyond but restricted to 14 days in this reporting. The temperature at the time of insertion i.e. initial/starting temperature was noted and maximum temperature reached, the time to reach peak temperatures was recorded. The plot of time-temperature demonstrated the actual temperature rise, its trend both increasing and decreasing wherein all the thermal effects in and on the concrete such as effects of exothermic reaction of hydration of cement, conduction, convection and thermal properties of concrete such as specific heat, thermal conductivity, diffusivity and so also the external factors such as ambient temperature, humidity, wind speed, solar radiation, curing and form removal have played their role and the resultant was the actual temperature reached at that point where the measurements have been recorded by embedded TC’s. The comparison of the actual measured temperatures made with the various methods available to predict maximum concrete temperatures by empirical formulas such as PCA method, adiabatic temperature rise curves as published in ACI committee reports and ASCE method showed that the actual measured temperatures vary on plus as well as minus side over predicted.
{"title":"COMPARISON OF TEMPERATURE RISE PREDICTION METHODS WITH MEASURED TEMPERATURES DUE TO HYDRATION OF CEMENTITIOUS MATERIALS IN CONCRETE","authors":"K. ., J. ., Kunwar Sushil Kumar ., Devendra Ramtekkar .","doi":"10.15623/ijret.2018.0713001","DOIUrl":"https://doi.org/10.15623/ijret.2018.0713001","url":null,"abstract":"The paper deals with the experimental study which was carried out to investigate the temperature rise characteristics of the concrete used in a prototype component of foundation for Interchange station of Nagpur Metro Rail Project, Nagpur, Maharashtra State. The actual temperature rise was measured by embedding Thermo Couples – Resistance temperature detector (RTD) in the prototype structure during concreting. The measurements were taken at 5 locations in the component – a pile cap by inserting thermo couples (TC’s) in 3 layers at each location totaling to 15 in all. The monitoring of temperature recorded by thermocouples was done by digital recorder manually on hourly basis up to 13 days and then once in 3 hrs. up to next 21 days and beyond but restricted to 14 days in this reporting. The temperature at the time of insertion i.e. initial/starting temperature was noted and maximum temperature reached, the time to reach peak temperatures was recorded. The plot of time-temperature demonstrated the actual temperature rise, its trend both increasing and decreasing wherein all the thermal effects in and on the concrete such as effects of exothermic reaction of hydration of cement, conduction, convection and thermal properties of concrete such as specific heat, thermal conductivity, diffusivity and so also the external factors such as ambient temperature, humidity, wind speed, solar radiation, curing and form removal have played their role and the resultant was the actual temperature reached at that point where the measurements have been recorded by embedded TC’s. The comparison of the actual measured temperatures made with the various methods available to predict maximum concrete temperatures by empirical formulas such as PCA method, adiabatic temperature rise curves as published in ACI committee reports and ASCE method showed that the actual measured temperatures vary on plus as well as minus side over predicted.","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"21 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85262905","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-12-31DOI: 10.15623/ijret.2018.0713003
A. ., A. .
The second largest production of cement is India with 455 Million Tonnes (MT) annually, by 2020 it may reach up to 550MT. In India, the increased demand for construction industry required to meet the needs for infrastructure development. However, the production of Portland cement, releases the significant amounts of CO2to the atmosphere. Therefore, it is necessary to look for sustainable solutions for future concrete construction as next generation construction materials, by the use of the Secondary Cement Replacement Material (SCRM). The alternative replacement for Ordinary Portland Cement (OPC) can be Ground Granulated Blast Furnace Slag (GGBS), Fly-ash, Silica fume, Rice-husk ash, which are the various industrial by-products.In this present work, an attempt was made to develop Alkali Activated Slag Concrete (AASC) using Precious Slag (PS) ball as fine aggregate. The development of AASC was made with GGBS as the principal binder. Mixes were developed with binder content 443 kg/m, Na2SiO3/ NaOH ratio (1,1.5,2 and 2.5) and their performance when exposed to ambient temperature were studied. Alkali binder ratio (0.3) and Molarity of 8M was kept constant for all the AASC mixes. The test results showed that the slump values for the different mixes developed herein to be greater than 25mm with conventional slump cone satisfying the MoRTH guidelines for concrete pavements. Results showed that all AASC mixes have higher 28day compressive strength of the order 2458 MPa. The fatigue life of AASC mixes has improved by the addition of PS ball, at the higher concentration of sodium silicate, indicating better performance of AASC mixes.
{"title":"EXPERIMENTAL STUDY ON AASC USING PS BALL AS FINE AGGREGATE AT THE HIGHER CONCENTRATION OF SODIUM SILICATE","authors":"A. ., A. .","doi":"10.15623/ijret.2018.0713003","DOIUrl":"https://doi.org/10.15623/ijret.2018.0713003","url":null,"abstract":"The second largest production of cement is India with 455 Million Tonnes (MT) annually, by 2020 it may reach up to 550MT. In India, the increased demand for construction industry required to meet the needs for infrastructure development. However, the production of Portland cement, releases the significant amounts of CO2to the atmosphere. Therefore, it is necessary to look for sustainable solutions for future concrete construction as next generation construction materials, by the use of the Secondary Cement Replacement Material (SCRM). The alternative replacement for Ordinary Portland Cement (OPC) can be Ground Granulated Blast Furnace Slag (GGBS), Fly-ash, Silica fume, Rice-husk ash, which are the various industrial by-products.In this present work, an attempt was made to develop Alkali Activated Slag Concrete (AASC) using Precious Slag (PS) ball as fine aggregate. The development of AASC was made with GGBS as the principal binder. Mixes were developed with binder content 443 kg/m, Na2SiO3/ NaOH ratio (1,1.5,2 and 2.5) and their performance when exposed to ambient temperature were studied. Alkali binder ratio (0.3) and Molarity of 8M was kept constant for all the AASC mixes. The test results showed that the slump values for the different mixes developed herein to be greater than 25mm with conventional slump cone satisfying the MoRTH guidelines for concrete pavements. Results showed that all AASC mixes have higher 28day compressive strength of the order 2458 MPa. The fatigue life of AASC mixes has improved by the addition of PS ball, at the higher concentration of sodium silicate, indicating better performance of AASC mixes.","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"158 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80035005","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-12-31DOI: 10.15623/ijret.2018.0713002
K. ., Sandip Sonule ., Kunwar Sushil Kumar ., M. -
Experimental study was carried out to investigate the temperature rise characteristics of the concrete used in a prototype component of foundation for Interchange station of Nagpur Metro Rail Project, Nagpur, Maharashtra State. The actual temperature rise was measured by embedding Thermo Couples – Resistance temperature detector (RTD) in the prototype structure during concreting. The measurements were taken at 5 locations in the component – a pile cap by inserting 3 thermo couples (TC’s) at each location totaling to 15 in all. The monitoring of temperature recorded by thermocouples was done by digital recorder manually on hourly basis up to 13 days and then once in 3 hrs. up to next 21 days and beyond but restricted to 14 days in this reporting. The temperature at the time of insertion i.e. initial/starting temperature was noted and maximum temperature reached, the time to reach peak temperatures was recorded. The plot of time-temperature demonstrated the actual temperature rise, its trend both increasing and decreasing. The derived temperature rise equations with strong correlation coefficient “r” values could be used to predict the early age temperature rise in structures with similar geometry, concrete, weather conditions, curing and form removal. Another purpose of this study is to know the probability of cracking based on the existing cracking assessment based on Korean methods as Indian specifications are non-existent and also to find the crack index for internally restraint cases based on temperature difference, both the elastic; hypoelastic models. The study indicated that the existing provisions based on crack index appear to be very conservative which tend to overestimate the probability of crack occurrence compared with construction observations on prototype structures.
{"title":"A CASE STUDY ON MEASUREMENT OF TEMPERATURE RISE IN CONCRETE AND ASSESSMENT OF PROBABILITY OF CRACKING DUE TO HEAT OF HYDRATION","authors":"K. ., Sandip Sonule ., Kunwar Sushil Kumar ., M. -","doi":"10.15623/ijret.2018.0713002","DOIUrl":"https://doi.org/10.15623/ijret.2018.0713002","url":null,"abstract":"Experimental study was carried out to investigate the temperature rise characteristics of the concrete used in a prototype component of foundation for Interchange station of Nagpur Metro Rail Project, Nagpur, Maharashtra State. The actual temperature rise was measured by embedding Thermo Couples – Resistance temperature detector (RTD) in the prototype structure during concreting. The measurements were taken at 5 locations in the component – a pile cap by inserting 3 thermo couples (TC’s) at each location totaling to 15 in all. The monitoring of temperature recorded by thermocouples was done by digital recorder manually on hourly basis up to 13 days and then once in 3 hrs. up to next 21 days and beyond but restricted to 14 days in this reporting. The temperature at the time of insertion i.e. initial/starting temperature was noted and maximum temperature reached, the time to reach peak temperatures was recorded. The plot of time-temperature demonstrated the actual temperature rise, its trend both increasing and decreasing. The derived temperature rise equations with strong correlation coefficient “r” values could be used to predict the early age temperature rise in structures with similar geometry, concrete, weather conditions, curing and form removal. Another purpose of this study is to know the probability of cracking based on the existing cracking assessment based on Korean methods as Indian specifications are non-existent and also to find the crack index for internally restraint cases based on temperature difference, both the elastic; hypoelastic models. The study indicated that the existing provisions based on crack index appear to be very conservative which tend to overestimate the probability of crack occurrence compared with construction observations on prototype structures.","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"15 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89577148","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-12-31DOI: 10.15623/ijret.2018.0713004
Binod Kumar ., L. ., L. .
The influence of using Ground Granulated Blast Furnace Slag (GGBFS) on various properties of Pavement Quality Concrete (PQC) and performance of concrete pavement has been brought out. The amount of GGBFS in PQC mixes was varied from 10 to 60 percent. Workability, compressive strength, flexural strength, abrasion resistance and drying shrinkage of concrete containing GGBFS were evaluated. Significant improvement was observed in strength, abrasion and shrinkage parameters of concrete. The paper concludes that an economical as well as better performing concrete pavement can be constructed by the use of GGBFS in PQC.
{"title":"INFLUENCE OF GROUND GRANULATED BLAST FURNACE SLAG ON PROPERTIES OF CONCRETE PAEMENT","authors":"Binod Kumar ., L. ., L. .","doi":"10.15623/ijret.2018.0713004","DOIUrl":"https://doi.org/10.15623/ijret.2018.0713004","url":null,"abstract":"The influence of using Ground Granulated Blast Furnace Slag (GGBFS) on various properties of Pavement Quality Concrete (PQC) and performance of concrete pavement has been brought out. The amount of GGBFS in PQC mixes was varied from 10 to 60 percent. Workability, compressive strength, flexural strength, abrasion resistance and drying shrinkage of concrete containing GGBFS were evaluated. Significant improvement was observed in strength, abrasion and shrinkage parameters of concrete. The paper concludes that an economical as well as better performing concrete pavement can be constructed by the use of GGBFS in PQC.","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81318210","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-12-31DOI: 10.15623/ijret.2018.0713005
G. S, A. N, Ashwin. M. Joshi, Namratha Bharadwaj
Flow characterization and controlling fresh property of SCC is most critical. Even slight variations in ingredients can have adverse effect on fresh properties; strength and durability of hardened concrete. The material science approach to study rheological properties is essential in order to overcome the paucity posed while characterizing mixes by empirical methods such as the slump flow test. In the present the Bingham parameters of SCC were assessed by using the new concrete shear box. The mixes were designed considering volume of paste based on absolute volume concept. Three different volumes of pastes (0.38, 0.40 and 0.42) with water contents of 170 and 190 lt/m 3 and cement contents of 300 and 450 kg/m 3 along with slag as filler was used. A unique test procedure was followed, by applying low normal stresses of 0.10, 0.20 and 0.30 MPa with three different displacement rates of 1, 5 and 15mm/min under static condition. The results indicate that the new concrete shear box shall effectively put to use, as an additional tool for evaluating the rheological properties of SCC viz., yield stress and plastic viscosity.
{"title":"AN EXPERIMENTAL STUDY TO INVESTIGATE THE RHEOLOGICAL PROPERTIES OF FRESH SCC USING NEW CONCRETE SHEAR BOX","authors":"G. S, A. N, Ashwin. M. Joshi, Namratha Bharadwaj","doi":"10.15623/ijret.2018.0713005","DOIUrl":"https://doi.org/10.15623/ijret.2018.0713005","url":null,"abstract":"Flow characterization and controlling fresh property of SCC is most critical. Even slight variations in ingredients can have adverse effect on fresh properties; strength and durability of hardened concrete. The material science approach to study rheological properties is essential in order to overcome the paucity posed while characterizing mixes by empirical methods such as the slump flow test. In the present the Bingham parameters of SCC were assessed by using the new concrete shear box. The mixes were designed considering volume of paste based on absolute volume concept. Three different volumes of pastes (0.38, 0.40 and 0.42) with water contents of 170 and 190 lt/m 3 and cement contents of 300 and 450 kg/m 3 along with slag as filler was used. A unique test procedure was followed, by applying low normal stresses of 0.10, 0.20 and 0.30 MPa with three different displacement rates of 1, 5 and 15mm/min under static condition. The results indicate that the new concrete shear box shall effectively put to use, as an additional tool for evaluating the rheological properties of SCC viz., yield stress and plastic viscosity.","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"66 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76707388","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-12-25DOI: 10.15623/ijret.2018.0712002
Mallika Rani Parimi .
Flame Spray Pyrolysis is a method used in the synthesis of LiFePO4 with subsequent heat treatment in tubular furnace for Li-ion battery application as cathode material. The crystal structure, morphology of LiFePO4 synthesized by Flame Spray Pyrolysis was studied by X-ray diffraction (XRD) and Field emission scanning electron microscopy (FESEM). From the Debye-Scherer equation, LiFePO4 particles obtained by this method are pure, homogeneous and well-crystallized with size ranging from of 25 – 60nm. FESEM data reveal that the particles are in spherical morphology with primary particle size ranging from 15-75nm.
{"title":"SYNTHESIS AND CHARACTERIZATION OF LIFEPO4 BY FLAME SPRAY PYROLYSIS – A LI-ION BATTERY CATHODE MATERIAL","authors":"Mallika Rani Parimi .","doi":"10.15623/ijret.2018.0712002","DOIUrl":"https://doi.org/10.15623/ijret.2018.0712002","url":null,"abstract":"Flame Spray Pyrolysis is a method used in the synthesis of LiFePO4 with subsequent heat treatment in tubular furnace for Li-ion battery application as cathode material. The crystal structure, morphology of LiFePO4 synthesized by Flame Spray Pyrolysis was studied by X-ray diffraction (XRD) and Field emission scanning electron microscopy (FESEM). From the Debye-Scherer equation, LiFePO4 particles obtained by this method are pure, homogeneous and well-crystallized with size ranging from of 25 – 60nm. FESEM data reveal that the particles are in spherical morphology with primary particle size ranging from 15-75nm.","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-12-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73698238","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-12-25DOI: 10.15623/ijret.2018.0712005
K. .
Due to Urbanized the demand of world energy raises, the 90 percentage of demand is equalized by the fossil fuels and the fossil fuels causes huge measure of carbon rate it causes much more pollution in the atmosphere, this influenced the researcher to hunt an alternative fuel that is friendly to the atmosphere, and it should be Renewable, non-flammable, biodegradable, and non-toxic, by this condition choosing of bio- diesel is the suitable solution for the future. Last few years more number of countries concentrate in the alternate energy source, in that bio- fuel play a virtual role. In this research, Via Transesterification techniques Jatrophacurcas oil and CI oil have been Manufactured and the Properties of the Manufactured biodiesels have been compared with the BIS standard: biodiesel well-known and trying out techniques. The important fuel properties are investigated through lab test resulted in the limits.it shows both are eligible to use as an Bio-fuel in diesel engines. The diesel engine both oil are injected and run the engine. By this emission parameters are evaluated. With various Brake power. Bio- diesel and diesel are compared. Biodiesel–diesel blends. 20% Jatropha and of 30% of Calophyllum Inophyllum biodiesel-diesel blends shows low emission.
{"title":"EVALUATION ON PERFORMANCE AND EXHAUST EMISSIONS WITH BIO-DIESEL AND ETHANOL BLENDING ON A DIESEL ENGINE","authors":"K. .","doi":"10.15623/ijret.2018.0712005","DOIUrl":"https://doi.org/10.15623/ijret.2018.0712005","url":null,"abstract":"Due to Urbanized the demand of world energy raises, the 90 percentage of demand is equalized by the fossil fuels and the fossil fuels causes huge measure of carbon rate it causes much more pollution in the atmosphere, this influenced the researcher to hunt an alternative fuel that is friendly to the atmosphere, and it should be Renewable, non-flammable, biodegradable, and non-toxic, by this condition choosing of bio- diesel is the suitable solution for the future. Last few years more number of countries concentrate in the alternate energy source, in that bio- fuel play a virtual role. In this research, Via Transesterification techniques Jatrophacurcas oil and CI oil have been Manufactured and the Properties of the Manufactured biodiesels have been compared with the BIS standard: biodiesel well-known and trying out techniques. The important fuel properties are investigated through lab test resulted in the limits.it shows both are eligible to use as an Bio-fuel in diesel engines. The diesel engine both oil are injected and run the engine. By this emission parameters are evaluated. With various Brake power. Bio- diesel and diesel are compared. Biodiesel–diesel blends. 20% Jatropha and of 30% of Calophyllum Inophyllum biodiesel-diesel blends shows low emission.","PeriodicalId":14258,"journal":{"name":"International Journal of Research in Engineering and Technology","volume":"33 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-12-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84421822","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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