Pub Date : 2017-06-01DOI: 10.9790/1684-140305131139
M. Elsamny, H. A. Ezz-Eldeen, A. A. Elmokrany
A significant part of the building is made of brick wall load bearing structures. The present of openings in brick walls can have an effect on the load capacity and cracking regime after construction under working load. So, there is a need for strengthening brick walls with openings during construction. In the present study, a total of five brick wall specimens having a wall dimensions (85*65) cm and thickness (10) cm with square opening (25*25) cm were tested. The brick wall specimens were divided into two groups as flow.Group one consisted of one brick wall with R.C lintel 35 cm length as a control wall. Group two consisted of four strengthened brick wall specimens by fixed strip of steel wire mesh covered with cement mortar around opening on both sides of wall. With strip wide (5,10,15,20 cm). All brick wall specimens were tested under static loads in regular increments from zero up to the cracking load then failure load. In addition, wall deformations have been measured by LVDT. The obtained test results show that fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 5 cm gives an increase in the load carrying capacity up to 135 % from the control ultimate capacity. However, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 10 cm gives an increase in the load carrying capacity up to 153 % from the control ultimate capacity. In addition, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 15 cm gives an increase in the load carrying capacity up to 167 % from the control ultimate capacity. However, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 20 cm gives an increase in the load carrying capacity up to 184 % from the control ultimate capacity. The results suggest that Increasing wide of wire mesh strip increases significantly the load carrying capacity of wall. However, ductility has been significantly increased. In addition, it was found that strengthening with this technique is durable, economic and easy to apply.
{"title":"Strengthening Of Brick Walls with Openings during Construction by Steel Wire Mesh around Openings on Both Sides of Wall","authors":"M. Elsamny, H. A. Ezz-Eldeen, A. A. Elmokrany","doi":"10.9790/1684-140305131139","DOIUrl":"https://doi.org/10.9790/1684-140305131139","url":null,"abstract":"A significant part of the building is made of brick wall load bearing structures. The present of openings in brick walls can have an effect on the load capacity and cracking regime after construction under working load. So, there is a need for strengthening brick walls with openings during construction. In the present study, a total of five brick wall specimens having a wall dimensions (85*65) cm and thickness (10) cm with square opening (25*25) cm were tested. The brick wall specimens were divided into two groups as flow.Group one consisted of one brick wall with R.C lintel 35 cm length as a control wall. Group two consisted of four strengthened brick wall specimens by fixed strip of steel wire mesh covered with cement mortar around opening on both sides of wall. With strip wide (5,10,15,20 cm). All brick wall specimens were tested under static loads in regular increments from zero up to the cracking load then failure load. In addition, wall deformations have been measured by LVDT. The obtained test results show that fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 5 cm gives an increase in the load carrying capacity up to 135 % from the control ultimate capacity. However, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 10 cm gives an increase in the load carrying capacity up to 153 % from the control ultimate capacity. In addition, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 15 cm gives an increase in the load carrying capacity up to 167 % from the control ultimate capacity. However, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 20 cm gives an increase in the load carrying capacity up to 184 % from the control ultimate capacity. The results suggest that Increasing wide of wire mesh strip increases significantly the load carrying capacity of wall. However, ductility has been significantly increased. In addition, it was found that strengthening with this technique is durable, economic and easy to apply.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"12 1","pages":"131-139"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81470115","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":"Design and Execution of Fixture to Perform Slitting Operation On Feed Gear Shift Fork Component In Fn2 Milling Machine","authors":"U. P. Kumar, P. Sreenivas, Sushendhar M Reddy","doi":"10.9790/1684-1403064652","DOIUrl":"https://doi.org/10.9790/1684-1403064652","url":null,"abstract":"","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"7 1","pages":"46-52"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72975299","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}
Er. Sanjib Kumar Koley, Er. Lakshya Aggarwal, R. Joshi, B. Singh
The main objective of this review is to study the potential of agro-residues such as bagasse fibre, coir fibre, and combination of both as reinforcements for composite materials as an alternative to natural and synthetic fiber. In recent times, there has been a fast progress in study and development in the field of natural fibre composite. Interest is justified due to the reward of these materials compared to synthetic fibre composite, including unassuming environmental strength, inexpensive and hold up their prospective across a extensive range of use. A lot of effort has been made in ordered to examine the mechanical properties of composites made from these natural fibre materials. This study aims to offer a summary of the factors that influence the mechanical properties of natural fibre composites particularly in bagasse and coir fibre composite and their hybrid composites.
{"title":"A Review on Progress of Bagasse and Coir Fibre Composites and Their Mechanical Performances","authors":"Er. Sanjib Kumar Koley, Er. Lakshya Aggarwal, R. Joshi, B. Singh","doi":"10.9790/1684-1403056872","DOIUrl":"https://doi.org/10.9790/1684-1403056872","url":null,"abstract":"The main objective of this review is to study the potential of agro-residues such as bagasse fibre, coir fibre, and combination of both as reinforcements for composite materials as an alternative to natural and synthetic fiber. In recent times, there has been a fast progress in study and development in the field of natural fibre composite. Interest is justified due to the reward of these materials compared to synthetic fibre composite, including unassuming environmental strength, inexpensive and hold up their prospective across a extensive range of use. A lot of effort has been made in ordered to examine the mechanical properties of composites made from these natural fibre materials. This study aims to offer a summary of the factors that influence the mechanical properties of natural fibre composites particularly in bagasse and coir fibre composite and their hybrid composites.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"39 1","pages":"68-72"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78397840","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}
Komang Gede Nara Utama, Muhammad Roshie Friansyah, K. Gunawan, T. R. Biyanto
The role of air intake filter in gas turbine is very important to produce clean air into combustion chamber. Combustion can perform perfectly in proportional rasio of fuel and oxygen.Filter air intake of gas turbine GT 13E2 use cylindrical cartridge filter type and it is installed vertically. air intake filter performance reduce rapidly if operated in dirty ambient air. This condition require filter replacement to maintain air mass flowrate that required in combustion. However, displacement cannot be performed while plant under operation. Therefore, the effort to increase life time of filter is necesary. Existing air intake filter in block 1 utilize 900 pieces of Donaldson brand. the specification of filter are 16 inches outside diameter. 34.5 inches height. celulose base with pourusity 52μ. To reduce amount of attached particle in filter surface, installation weather louver is required. In order to increase plant reliability, availability and maintenance time interval of gas turbine, installation of prefilter and wheater louver at intake of compressor have been performed. This effort provide increasing plant reliability, availability and maintenance time interval. Finally, the benefit of this effort increase productivity of electricity and company profit.
{"title":"Air Intake Prefilter Application at GT 13E2 PT. PJB UP Muara Tawar to Increase Plant Reliability, Availability, and Maintenance Time Interval","authors":"Komang Gede Nara Utama, Muhammad Roshie Friansyah, K. Gunawan, T. R. Biyanto","doi":"10.9790/1684-1403071924","DOIUrl":"https://doi.org/10.9790/1684-1403071924","url":null,"abstract":"The role of air intake filter in gas turbine is very important to produce clean air into combustion chamber. Combustion can perform perfectly in proportional rasio of fuel and oxygen.Filter air intake of gas turbine GT 13E2 use cylindrical cartridge filter type and it is installed vertically. air intake filter performance reduce rapidly if operated in dirty ambient air. This condition require filter replacement to maintain air mass flowrate that required in combustion. However, displacement cannot be performed while plant under operation. Therefore, the effort to increase life time of filter is necesary. Existing air intake filter in block 1 utilize 900 pieces of Donaldson brand. the specification of filter are 16 inches outside diameter. 34.5 inches height. celulose base with pourusity 52μ. To reduce amount of attached particle in filter surface, installation weather louver is required. In order to increase plant reliability, availability and maintenance time interval of gas turbine, installation of prefilter and wheater louver at intake of compressor have been performed. This effort provide increasing plant reliability, availability and maintenance time interval. Finally, the benefit of this effort increase productivity of electricity and company profit.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"83 1","pages":"19-24"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83984640","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}
P. Nimitha, M. Fahad, Mohammmad Abdul Dastagir Ahmed, C. Sindhu, G. Mounika
To establish the alignment of a highway of length 1km from “huzurabad to parkal” for extension of highway from two way lane to four way lane and evaluation of soil strength on the field in the form of an open transverse. The main objective of the project is to design a Highway Alignment from “Huzurabad to Parkal” for extension of highway from two way lane to four way lanes and evaluation of soil strength on field. It is an existing road already but now its road width is extended so our aim is to design the highway alignment by the following steps: 1. To carry out the detailed profile leveling which includes longitudinal sectioning and cross sectioning. 2. To fix up the formation level from the plotted longitudinal section according to prevailing gradients. 3. The earthwork has been calculated and the same is present in the graphical format. 4. Collecting the soil samples from the site and testing it in the laboratory manually. We used theodolites, chain, arrows, tape, ranging rods, tripod, levelling staff. Highway Alignment is the position or layout of centre line of the highway on the ground is called the alignment. it includes straight path, horizontal deviation and curves.
{"title":"Design of Highway Alignment","authors":"P. Nimitha, M. Fahad, Mohammmad Abdul Dastagir Ahmed, C. Sindhu, G. Mounika","doi":"10.9790/1684-1403060111","DOIUrl":"https://doi.org/10.9790/1684-1403060111","url":null,"abstract":"To establish the alignment of a highway of length 1km from “huzurabad to parkal” for extension of highway from two way lane to four way lane and evaluation of soil strength on the field in the form of an open transverse. The main objective of the project is to design a Highway Alignment from “Huzurabad to Parkal” for extension of highway from two way lane to four way lanes and evaluation of soil strength on field. It is an existing road already but now its road width is extended so our aim is to design the highway alignment by the following steps: 1. To carry out the detailed profile leveling which includes longitudinal sectioning and cross sectioning. 2. To fix up the formation level from the plotted longitudinal section according to prevailing gradients. 3. The earthwork has been calculated and the same is present in the graphical format. 4. Collecting the soil samples from the site and testing it in the laboratory manually. We used theodolites, chain, arrows, tape, ranging rods, tripod, levelling staff. Highway Alignment is the position or layout of centre line of the highway on the ground is called the alignment. it includes straight path, horizontal deviation and curves.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"1 4","pages":"01-11"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91399037","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 : 2017-06-01DOI: 10.9790/1684-140305105109
Dr. R. Kumutha, I. Fathima, Dr.K. Vijai
Concrete is the most used construction material in the world. Construction industry uses most of the natural resources as it includes production of cement. It is the major contributing factor to the CO2 emissions, causing global warming. An alternate to the OPC has been found out known as Geopolymer concrete. It uses industrial waste material such as fly ash, GGBS, instead of cement thereby decreasing impacts due to cement production. In this study both fly ash and GGBS are utilized in making Geopolymer concrete. Alkaline solution is used that comprises of sodium silicate (114.206 kg/m 3 ) and Sodium hydroxide (57.10 kg/m 3 ) in the ratio of 2.0. Sodium hydroxide of 8 Molarity is used. In present study various percentages of basalt fibers are added to the geopolymer concrete and the compressive, flexural and split tensile strength of the different mixes were compared with the geopolymer concrete without basalt fibers. Fibers are added to the geopolymer concrete in the range of 0.5% to 2.5% at 0.5% increments.
{"title":"Experimental Investigation on Properties of Basalt Fiber Reinforced Geopolymer Concrete","authors":"Dr. R. Kumutha, I. Fathima, Dr.K. Vijai","doi":"10.9790/1684-140305105109","DOIUrl":"https://doi.org/10.9790/1684-140305105109","url":null,"abstract":"Concrete is the most used construction material in the world. Construction industry uses most of the natural resources as it includes production of cement. It is the major contributing factor to the CO2 emissions, causing global warming. An alternate to the OPC has been found out known as Geopolymer concrete. It uses industrial waste material such as fly ash, GGBS, instead of cement thereby decreasing impacts due to cement production. In this study both fly ash and GGBS are utilized in making Geopolymer concrete. Alkaline solution is used that comprises of sodium silicate (114.206 kg/m 3 ) and Sodium hydroxide (57.10 kg/m 3 ) in the ratio of 2.0. Sodium hydroxide of 8 Molarity is used. In present study various percentages of basalt fibers are added to the geopolymer concrete and the compressive, flexural and split tensile strength of the different mixes were compared with the geopolymer concrete without basalt fibers. Fibers are added to the geopolymer concrete in the range of 0.5% to 2.5% at 0.5% increments.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"32 1","pages":"105-109"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91531867","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}
An attempt has been made in this investigation to develop natural fibers reinforced polymer composites using rice husk and fly ash as reinforcements. The content of rice husk is varied (10, 15 and 20 weight percentages) whereas the fly ash percentage is kept constant at 5 % in epoxy matrix. Composites have been fabricated using hand layup technique using a suitable die developed in house. All the samples have been tested in Universal Testing Machine as per standard for tensile strength and flexural strength. The hardness and water absorption tests were also carried out. It is observed that composite with 10% rice husk is having highest tensile strength of 33 MPa. Similarly the flexure modulus for 10 % rice husk composite was 4881 MPa. The impact strength of composite with 20 % rice husk was highest. The hardness test showed that composite of 20% rice husk was highest. The water absorption test reveals that composite with 10 % rice husk is the best. It is recommended that composite with 10% rice husk and 5 % fly ash with epoxy matrix will be suitable for structural applications. The composite with 15 or 20 % rice husk may not be used for such purposes. Composite with 15 and 20 % rice husk may be used for making parts of automobiles. But these will not be suitable to work in moist environment. However composite with 10 % rice husk will be suitable for structural applications like packaging, interior decorations, body of washing machines and domestic appliances etc.
{"title":"Evaluation of Mechanical Properties of Rice Husk-Fly Ash-Epoxy Hybrid Composites","authors":"A. Mishra, D. Padhee","doi":"10.9790/1684-1403069199","DOIUrl":"https://doi.org/10.9790/1684-1403069199","url":null,"abstract":"An attempt has been made in this investigation to develop natural fibers reinforced polymer composites using rice husk and fly ash as reinforcements. The content of rice husk is varied (10, 15 and 20 weight percentages) whereas the fly ash percentage is kept constant at 5 % in epoxy matrix. Composites have been fabricated using hand layup technique using a suitable die developed in house. All the samples have been tested in Universal Testing Machine as per standard for tensile strength and flexural strength. The hardness and water absorption tests were also carried out. It is observed that composite with 10% rice husk is having highest tensile strength of 33 MPa. Similarly the flexure modulus for 10 % rice husk composite was 4881 MPa. The impact strength of composite with 20 % rice husk was highest. The hardness test showed that composite of 20% rice husk was highest. The water absorption test reveals that composite with 10 % rice husk is the best. It is recommended that composite with 10% rice husk and 5 % fly ash with epoxy matrix will be suitable for structural applications. The composite with 15 or 20 % rice husk may not be used for such purposes. Composite with 15 and 20 % rice husk may be used for making parts of automobiles. But these will not be suitable to work in moist environment. However composite with 10 % rice husk will be suitable for structural applications like packaging, interior decorations, body of washing machines and domestic appliances etc.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"11 1","pages":"91-99"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81649332","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}
The usage of Portland cement in the process of concrete construction is under critical supervision due to release of enormous amount of carbon dioxide gas into the atmosphere during the production of cement. In recent times, an attempt has been made to enhance the utilization of silica fume in order to replace Portland cement partially in the concrete. Thus, Geopolymer concrete is considered to be the new material that does not require the presence of Portland cement as a binder. Instead, the source of the materials like Silica Fume that are rich in Silicon is activated by alkaline liquids in order to produce the binder. Hence, the resultant concrete will be free from Portland cement. This paper mainly presents the details of development of the process of making silica fume-based geopolymer concrete in order to avoid Portland cement partially.
{"title":"A Study of Composition of the Geopolymer Concrete Structure Using Silica Fume","authors":"Nagraj Jammi, Krishna Rao.A","doi":"10.9790/1684-1403067174","DOIUrl":"https://doi.org/10.9790/1684-1403067174","url":null,"abstract":"The usage of Portland cement in the process of concrete construction is under critical supervision due to release of enormous amount of carbon dioxide gas into the atmosphere during the production of cement. In recent times, an attempt has been made to enhance the utilization of silica fume in order to replace Portland cement partially in the concrete. Thus, Geopolymer concrete is considered to be the new material that does not require the presence of Portland cement as a binder. Instead, the source of the materials like Silica Fume that are rich in Silicon is activated by alkaline liquids in order to produce the binder. Hence, the resultant concrete will be free from Portland cement. This paper mainly presents the details of development of the process of making silica fume-based geopolymer concrete in order to avoid Portland cement partially.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"36 1","pages":"71-74"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74555766","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 : 2017-06-01DOI: 10.9790/1684-140305147151
Dinesh W. Gawatre, Akshay S. Ghaytadkar, Nikhil N. Gage, S. D. Bhor, S. S. Deore
In India total quantum of waste from construction industry is estimated to be between 12 to14 million tonnes per annum out of which 7 to 8 tonnes are concrete and brick waste. Construction, demolition, innovation generated large amount of concrete waste. This waste is either dumped or it is delivered towards landfill. This concrete waste can be qualitatively reused for manufacturing of various concrete blocks. In this report , we represent the concept of sustainable use of concrete waste in concrete which can be used in manufacturing of interlocking paver blocks , After crushing , this concrete waste can be used as a replacement of coarse and fine aggregate in one stage as half replacement in paver block by considering is specification. In this project by considering suitable material, size, shape, mix design, etc. and by accepting Specific casting methodology and by performing various specific tests, we are going to cast interlocking paver blocks
{"title":"To Improve Mechanical Properties of Concrete Paver Blocks","authors":"Dinesh W. Gawatre, Akshay S. Ghaytadkar, Nikhil N. Gage, S. D. Bhor, S. S. Deore","doi":"10.9790/1684-140305147151","DOIUrl":"https://doi.org/10.9790/1684-140305147151","url":null,"abstract":"In India total quantum of waste from construction industry is estimated to be between 12 to14 million tonnes per annum out of which 7 to 8 tonnes are concrete and brick waste. Construction, demolition, innovation generated large amount of concrete waste. This waste is either dumped or it is delivered towards landfill. This concrete waste can be qualitatively reused for manufacturing of various concrete blocks. In this report , we represent the concept of sustainable use of concrete waste in concrete which can be used in manufacturing of interlocking paver blocks , After crushing , this concrete waste can be used as a replacement of coarse and fine aggregate in one stage as half replacement in paver block by considering is specification. In this project by considering suitable material, size, shape, mix design, etc. and by accepting Specific casting methodology and by performing various specific tests, we are going to cast interlocking paver blocks","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"8 1","pages":"147-151"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84152517","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":"Optimization of process parameters in CNC milling for machining P20 steel using NSGA-II","authors":"M. Vardhan, G. Sankaraiah, M. Yohan","doi":"10.9790/1684-1403055763","DOIUrl":"https://doi.org/10.9790/1684-1403055763","url":null,"abstract":"","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"200 1","pages":"57-63"},"PeriodicalIF":0.0,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83541920","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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