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The Quality in Higher Education through Teamwork 团队合作培养高等教育质量
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-1403022326
R. Chand, Ghansham Goyal, B. Kumar, Kumar
{"title":"The Quality in Higher Education through Teamwork","authors":"R. Chand, Ghansham Goyal, B. Kumar, Kumar","doi":"10.9790/1684-1403022326","DOIUrl":"https://doi.org/10.9790/1684-1403022326","url":null,"abstract":"The quality in higher education is mainly about the economic development, which depends on quality approaches in higher education. The quality education in higher system facilitates, the physical, mental, social, emotional and spiritual development. The quality education has become watchword and indeed the corner stone for any higher technical educational system. The authors have in mind the quality circles or teamwork approaches can have for maintaining and improving the quality in higher technical education as per available resources to raise the institute at the competitive highest level to solve unemployment. The concept assumes that people closest to the problem understand better than who maintain the system from outsides. It hopes that a group of individuals working together will come up with better solution than one individual working alone. Quality circles approaches are a specifically structured form and mode of for betterment of management system. Key Word: Teamwork, Quality in Higher Education, Discipline, Positive Approaches, Motivation.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"42 4","pages":"23-26"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91496970","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}
引用次数: 0
An Experimental Study on the Mechanical and Durability Properties of Concrete: Partial Replacement of Fine Aggregate with Steel Slag, Manufacturing Sand and Bottom Ash 用钢渣、制砂和底灰部分替代细骨料对混凝土力学性能和耐久性的影响
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-140302119125
Dr. B. Vidivelli, R. Divya
{"title":"An Experimental Study on the Mechanical and Durability Properties of Concrete: Partial Replacement of Fine Aggregate with Steel Slag, Manufacturing Sand and Bottom Ash","authors":"Dr. B. Vidivelli, R. Divya","doi":"10.9790/1684-140302119125","DOIUrl":"https://doi.org/10.9790/1684-140302119125","url":null,"abstract":"As construction industries are increasing at faster rate consumption of naturally available sand is more now-a-days. The fine aggregate which we use for construction is available from natural rivers and streams use of large amount of fine aggregate affects the environment. This present study had been carried out to investigate the possibility of utilizing a broad range of concrete raw materials as partial replacement for fine aggregate in the production of concrete. In this study replacement of fine aggregate with steel slag, M-sand and bottom ash with 10%, 20%, 30%, 40%and 50% for grade of concrete M30are tested for finding fresh and hardened properties of concrete to identify the optimum percentage of three fine aggregate replacement materials in concrete. M30 grade of concrete tested in compressive strength at the age of 28, 56, 90 and 180 days, flexural strength and modulus of elasticity at the age of 28 days curing and also to determine the durability properties of replacement materials concrete. Rapid Chloride Penetration Test, Salt resistance and Sulphate Resistance are to be conducted. Using origin pro software to arrive formulate regression equations for the properties of concrete.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"11 1","pages":"119-125"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90371572","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}
引用次数: 0
Performance Analysis of a Domestic Refrigerator Using Various Alternative Reffrigerant 使用多种替代制冷剂的家用冰箱性能分析
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-14030192103
Sarthak. M Thakar, R. Prajapati, D. Solanki
{"title":"Performance Analysis of a Domestic Refrigerator Using Various Alternative Reffrigerant","authors":"Sarthak. M Thakar, R. Prajapati, D. Solanki","doi":"10.9790/1684-14030192103","DOIUrl":"https://doi.org/10.9790/1684-14030192103","url":null,"abstract":"This work presents the development process of Refrigerator test ring and then carryout the performance analysis of domestic refrigerator. The experiment platform which is called refrigerator test ring will be developed from refrigerator model. Performance of refrigerator also depends on inlet and outlet condition of each components. So in this research work refrigerator test ring will be developed and obtain performance of domestic refrigerator in term of Refrigeration Capacity, Compressor Work and Coefficient of Performance (COP) by determining two important parameter during operating condition which are temperature and pressure. So carry out this project I use different alternative refrigerant and find the data and compare the data to each other and then find the alternate of R 134a.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"77 1","pages":"92-103"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90441877","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}
引用次数: 8
Design and Manufacuring of Coal Excavating Robot 采煤机器人的设计与制造
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-1403033236
Saisugun Dontha, Srikiran Vempati, Syed Amer Ali Hussaini, T. Kumar
{"title":"Design and Manufacuring of Coal Excavating Robot","authors":"Saisugun Dontha, Srikiran Vempati, Syed Amer Ali Hussaini, T. Kumar","doi":"10.9790/1684-1403033236","DOIUrl":"https://doi.org/10.9790/1684-1403033236","url":null,"abstract":"Coal excavating robot is the remote controlled robot can be used in mines to excavate coal with utmost efficiency and minimum human intervention. In some coal mines labour work extremely hard to shovel and load the coal in trucks in harsh temperatures, heavy work load and stressful conditions. Labour risks their health and life to do hazardous work in shoveling coal from mines. Labour life risks in coal mines can be reduced by implementing coal excavating robot in coal mines to excavate coal. Coal excavating robot has a scoop shaped heavy loader bucket in front side of robot to load the coal in mines. Loader bucket, links and Robot body frame of robot are designed in Solid works 2016 designing software. Loader bucket teeth are designed with penetration type of bucket teeth to penetrate in to coal. Bucket teeth are designed in seven in number. Finite element analysis is done on Loader bucket in ansys15.0. Software to calculate stresses and total deformation. Material used in manufacturing of coal excavating robot is AISI 1018 low carbon Mild steel.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"157 1","pages":"32-36"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74500441","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}
引用次数: 0
Irregularity in the RC construction practices in hilly region Shimla & different Retrofitting Schemes 西姆拉丘陵地区钢筋混凝土施工的不规范及不同的改造方案
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-1403037582
S. Verma, Bibhas Paul
{"title":"Irregularity in the RC construction practices in hilly region Shimla & different Retrofitting Schemes","authors":"S. Verma, Bibhas Paul","doi":"10.9790/1684-1403037582","DOIUrl":"https://doi.org/10.9790/1684-1403037582","url":null,"abstract":"Due to lack of plain terrain in Shimla, it offers sloppy terrain for construction site. Behaviour of buildings on sloppy terrain behaves different than the building on the plain terrain. Past construction practices in Shimla includes common irregularity such as soft storey, mass irregularity, torsional irregularity, unsymmetrical layout of plan, vertical irregularity and pounding. Over the past earthquakes and research papers have shown that RC buildings in sloppy terrain affects more. The present study investigates the irregularities (Table 4&5 of IS 1893 (Part-1): 2002) in the RC construction practices in hilly region (Shimla). The behaviour of (G+3) storey building with regular and irregular configurations is checked for the linear and non linear analysis based on studies that had done.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"1 1","pages":"75-82"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90339560","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}
引用次数: 0
Hydrological Analysis and Peak Discharge Determination 水文分析和峰值流量测定
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-1403053348
K. EbissaG.
{"title":"Hydrological Analysis and Peak Discharge Determination","authors":"K. EbissaG.","doi":"10.9790/1684-1403053348","DOIUrl":"https://doi.org/10.9790/1684-1403053348","url":null,"abstract":"Peak discharge Determination is one of the most important studies for Irrigation projects. The proposed of hydrologic design is to estimate maximum, average or minimum flood which the structure is expected to handle .This estimate has to be made quite accurately in order that the project can function properly. To estimate the magnitude of a flood peak the following alternative methods are available academically. In this study Hydrological analysis has been conducted based on 10years maximum daily rainfall data .The frequency analysis has been carried out by different methods and Log Pearson type III method is adopted .The peak discharge computed by United States Soil Conservation Service (USSCS) method is 1278m 3 /sec .Since this method over estimates the design flood, we adopt the peak discharge calculated by slope -area method.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"42 1","pages":"33-48"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91130871","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}
引用次数: 3
Performance Analysis Of Different Model Architectures Utilized In An Adaptive Neuro Fuzzy Inference System For Contraction Scour Prediction 一种用于收缩冲刷预测的自适应神经模糊推理系统中不同模型结构的性能分析
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-1403051832
M. Bui, Keivan Kaveh, P. Rutschmann
{"title":"Performance Analysis Of Different Model Architectures Utilized In An Adaptive Neuro Fuzzy Inference System For Contraction Scour Prediction","authors":"M. Bui, Keivan Kaveh, P. Rutschmann","doi":"10.9790/1684-1403051832","DOIUrl":"https://doi.org/10.9790/1684-1403051832","url":null,"abstract":"The processes involved in the local scour due flow contraction are so complex that it is difficult to establish a general empirical analytical model to provide accurate estimation of scour. In this paper, the capacity of an Adaptive-Network-Based Fuzzy Inference System (ANFIS) for predicting equilibrium contraction scour depth in alluvial channels was investigated. The main subject of this work is to design an appropriate neural network architecture for training the ANFIS from a given set of input and output data. The training algorithms used in this work are (1) basic hybrid method, (2) basic backpropagation with gradient descent method, (3) backpropagation with momentum method, and (4) backpropagation with Levenberg-Marquardt method. Applying a self-developed software, the numerical experiments were carried out by combining these training algorithms with different ANFIS structures. Statistical indices of model performance such as mean average error, root mean squared error, and coefficient of correlation were measured for each combination. The results showed that among all given models the zero order Takagi-Sugeno’s model with four bell-shaped membership functions for each input and the Levenberg-Marquardt algorithm for training provided the best performance for estimating of contraction scour depth.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"28 1","pages":"18-32"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91283989","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}
引用次数: 3
Review Analysis of Light Vehicle Propeller Shaft 轻型汽车传动轴的回顾分析
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-1403048690
Shehnaj S. Mahboob, S. Pagare, A. Biradar, Aamir K. Khan
{"title":"Review Analysis of Light Vehicle Propeller Shaft","authors":"Shehnaj S. Mahboob, S. Pagare, A. Biradar, Aamir K. Khan","doi":"10.9790/1684-1403048690","DOIUrl":"https://doi.org/10.9790/1684-1403048690","url":null,"abstract":"In recent times, with great focus on the economical saving uses of materials, the increased on the economical saving use of materials, the increased understanding of the machine method and nature of fatigue failure, and improvements in the mechanical design and analysis procedures, the popular thing/general way things are going towards conservatives has been reversed. Ordinary steel propeller-shafts are usually manufactured in two or more pieces to increase the basic bending natural frequency because the bending natural frequency of a shaft is (when one number goes one way, the other number goes the opposite way) to the square of beam length and (fair in amount, related to/properly sized, related to) the square root of clearly started/ particular modulus. Therefore the steel propeller shaft is made in two sections connected by a support structure, bearings and U-joints and because of this over all weight of composite materials. Composite (made up of different things) materials (Glass Epoxy) were used and designed and analyzed for their appropriateness in terms of torsional strength, bending natural frequency, torsional buckling and number of cycle by comparing.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"123 1","pages":"86-90"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82674068","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}
引用次数: 1
Removal of Heavy Metals Using Low Cost Adsorbents 使用低成本吸附剂去除重金属
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-1403024850
Jai M. Paul, Jis Jimmy, Josento M Therattil, Linda Regi, S. Shahana
{"title":"Removal of Heavy Metals Using Low Cost Adsorbents","authors":"Jai M. Paul, Jis Jimmy, Josento M Therattil, Linda Regi, S. Shahana","doi":"10.9790/1684-1403024850","DOIUrl":"https://doi.org/10.9790/1684-1403024850","url":null,"abstract":"Much attention has been made towards adsorbent materials to be used in heavy metal removal from polluted water and various techniques are applied such as chemical, physical and biological techniques. This study was designed for using less expensive and much frequently available materials (mango peels, Neem leaves & coconut husk) to remove iron, copper and cadmium from water. Current data show that all adsorbents used are capable of removing copper, iron and cadmium ions at significant capacity. Furthermore, coconut husk had higher capability than mango peel and neem leaves.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"14 1","pages":"48-50"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79843034","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}
引用次数: 5
Effect of Salt Water on Mechanical Properties of Conventional and Pervious Concrete 盐水对普通和透水混凝土力学性能的影响
IOSR Journal of Mechanical and Civil Engineering Pub Date : 2017-05-01 DOI: 10.9790/1684-140302126129
Agrawal Achal, N. Chandak
{"title":"Effect of Salt Water on Mechanical Properties of Conventional and Pervious Concrete","authors":"Agrawal Achal, N. Chandak","doi":"10.9790/1684-140302126129","DOIUrl":"https://doi.org/10.9790/1684-140302126129","url":null,"abstract":"Pervious concrete is a special high porosity concrete used for roads carrying light traffic, allows the water from precipitation and thereby reducing the runoff from a road surface and hence recharging ground water levels. Objective of this research is to find mechanical properties i.e. compressive strength, split tensile strength and flexural strength of the pervious concrete. The main problem of pervious concrete pavement is the strength itself. The conventional and pervious concrete is tested for 28 days of curing period with fresh water & salt water. For conventional concrete the mix proportion is considered as 1:1.5:3 and that of for pervious concrete 1:4. Water cement ratio of 0.3 for both conventional and pervious concrete is adopted. Fresh water (FW) is a tap water and salt water (SW) is prepared by adding of common salt (2.5%), detergent (2.5%) by volume. From experimental results, it is observed that use of salt water for curing of concrete, improved the mechanical properties of both the conventional and pervious concrete for the period of 28 days.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"43 1","pages":"126-129"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80278894","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}
引用次数: 2
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