Engineering Journal

Sunday, August 30, 2020

Unmanned Aerial Vehicle for Medical Applications

Advances in technology have revolutionized the medical field and changed the means of healthcare delivery. Unmanned Aerial Vehicles are successive wave of technological advancements that have the potential to form a large change in healthcare delivery. UAV, originally developed for military use, are creating their means into the general public and personal sectors as a result they will be flown autonomously and might reach virtually any geographical location, the importance of UAV are getting progressively apparent within the medical field. UAV supply a cheap answer to expand the accessibility of care to hospitals. The increase in quality and application of UAV, particularly within the public sector, will be attributed to their ability to perform a large vary of tasks, that embrace delivering product quicker than ground transportation, traversing rough parcel of land, and capturing aerial pictures. Our model, that use drone delivery, can facilitate a lot of timely and economical health care delivery to hospitals. The applying of drones in drugs seems to be promising and might increase the standard and accessibility of care.

by Suryamathi J | Sri Haran S | Prince Sunny | Udaya Kumar P "Unmanned Aerial Vehicle for Medical Applications"

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd33195.pdf

Paper Url :https://www.ijtsrd.com/engineering/bio-mechanicaland-biomedical-engineering/33195/unmanned-aerial-vehicle-for-medical-applications/suryamathi-j

callforpapermathematics, mathematicsjournal, ugcapprovedjournalsinmathemetics

A Study on Characteristics of Self Compacting Concrete with the Presence of Glass Powder and Steel Slag

Concrete cement has the most huge activity in the field of regular structure. Concrete is the most huge part in Concrete which integrates the Totals, anyway its creation is very essentialness using and adds to about 7 of Greenhouse gases, all around, and it is assessed that the age of one ton of Cement produces about 0.9 tremendous measures of CO2, which is released in nature. The fine aggregate or sand used are ordinarily procured from regular sources outstandingly stream beds or conduit banks. By and by a day as a result of consistent sand mining the trademark sand is debilitating at an upsetting rate. Thusly, there is a need to find alternative rather than basic sand and cement. The undertakings have been made to fragmentary overriding of sand with Granular Steel Slag G.S.S and bond with Waste Glass Powder W.G.P in view to reduce natural issues like pollution, utilization of basic resources and issues in waste the administrators. Granular Steel Slag G.S.S which is an aftereffect of steel making is conveyed during the parcel of the fluid steel from corruptions in steel creation radiators. The Slag occurs as a fluid liquid mollify and is an eccentric course of action of silicates and oxides that concretes in the wake of cooling. Development of steel slag improves the mechanical properties of concrete. Waste Glass Powder W.G.P is a significant mechanical waste. It shows pozzolanic direct when the particle size is under 75Âµ. The pozzolanic properties may be credited to the high proportion of silica. The particles of Glass Powder are fine, filling voids between bond grains which realizes extra strong Concrete. Fine total was not entirely superseded with 25 , half and 75 Granular Steel Slag G.S.S and bond replaced with 20 consistent Waste Glass Powder W.G.P for M20 grade concrete. Tests were performed for fresh and mechanical properties of cement at 7, 28 and 56 days and the results showed up there is a consistent increment in characteristics from 25 to half of replacement.

by Ravuri Mounika | D. Jaya Krishna "A Study on Characteristics of Self Compacting Concrete with the Presence of Glass Powder and Steel Slag"

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd33234.pdf

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33234/a-study-on-characteristics-of-self-compacting-concrete-with-the-presence-of-glass-powder-and-steel-slag/ravuri-mounika

callforpaperbiologicalscience, biologicalsciencejournal

Experimental Behaviour of Steel Fiber Reinforced Concrete with partial Replacement of Fly Ash and Metakaolin

Concrete is generally used due to the abundance of uncooked material, low manufacturing and protection cost, excellence in compression, corrosion aspects, and versatility in forming more than a few shapes and its limitless structural purposes in aggregate with metal reinforcement. All these elements have contributed pressures to decrease cement consumption and to intensify lookup in exploring the probabilities of improving strength, sturdiness and corrosion discount via the use of pozzolonas as supplementary cementing materials. Fibre bolstered concrete FRC is a fibre reinforcing cementitious concrete composite, and by way of including discrete brief fibres randomly in concrete it famous many appreciably multiplied engineering residences It is manufactured from kaolin which makes the concrete extra long lasting and ecofriendly. In the current investigation mechanical residences of concrete containing each Fly ash and Metakaolin at a number of combos are studied. For the a range of mixtures of Fly ash and Metakaolin, cubes cylindrical and prism specimens are casted with 1 of fibres and the compression strength, break up tensile energy and flexural energy take a look at consequences are got and in contrast with the traditional combine having 1 fibres. It is thereby counseled that utilization of these cementitious substances in concrete will decrease the requirement for cement thereby marching in the direction of green construction.

by M. Sankaran | Dr. M. Gunasekaran | M. Loganathan "Experimental Behaviour of Steel Fiber Reinforced Concrete with partial Replacement of Fly Ash & Metakaolin"

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd33163.pdf

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33163/experimental-behaviour-of-steel-fiber-reinforced-concrete-with-partial-replacement-of-fly-ash-and-metakaolin/m-sankaran

callforpapereconomics, economicsjournal

Experimental Study on the Behaviour of Concrete by Partially Replacement of Cement with Sugarcane Bagasse

We are well aware that the production of cement does a lot of harm to the environment. It includes tons of similar carbon emissions from other chemicals. Research has shown that every ton of cement output releases half a ton of carbon dioxide, so the need to regulate the use of cement is immediate. For example, Sugar Cane Bagasse Ash is hard to arrange on the hand materials squanders which is consequently ecological danger. The Bagasse debris gives concrete strong early cohesion, and also decreases cement porousness. During hydration, the silica present in the Bagasse debris reacts with concrete segments and gives extra properties such as chloride opposition, erosion obstruction and so on. Using Bagasse debris in concrete thus decreases the ecological pollution as well as improves the properties of cement and thus decreases the quality. This undertaking manages for the most part to substitute concrete with Bagasse debris in defined degree and to test the mixed cement on SCBA. The solid blend formed by fluctuating the Bagasse debris differential extent at 0 percent, 10 percent, 15 percent, 20 percent, 30 , 40 percent. The test result shows that the consistency of solid increases up to 10 per cent Sugar stick bagasse debris with concrete supplanting.

by Anisha | Dr. Sumesh Jain "Experimental Study on the Behaviour of Concrete by Partially Replacement of Cement with Sugarcane Bagasse"

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd33249.pdf

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33249/experimental-study-on-the-behaviour-of-concrete-by-partially-replacement-of-cement-with-sugarcane-bagasse/anisha

callforpaperinternationaljournal, ugclistofjournals, bestinternationaljournal

An Experimental Investigation on Incorporation of Fine Aggregate with Glass Powder and Cement with Zeolite to Mitigate Urban Heat Island Effect

An experimental study was done for replacement of glass powder and zeolite to evaluate the effect of urban heat island. All of the concrete sample mixtures carried out the intensified mortar bar test to evaluate the growth of the ASR. Perhaps this is partly related to a smaller glass particle size, the chemical characteristics of bottle as well as the participation of zeolite throughout concrete. Test specimens G20 Z10, GO Z10 and GI0 Z0, reached the power parameters. The G20 Z10 had the maximum resistance characteristics between them. These were found that intensity values with both the rising quantity of glass dust up to 20 per cent dose started to show a declining pattern. The replacing cement to zeolite powder research by up to 10 per cent indicates a tremendous pattern throughout strength properties. Decreased compressive tension, flexicurity and broken tensile strength may be due to reduced adhesion here between smoother surface of the glass particle as well as the cement. A G20 Z10 blend study revealed lower pavement surface temperature, which can also be considered a mitigating technique for urban heat islands.

by Parveen Kumar | Mr. Nitin Thakur "An Experimental Investigation on Incorporation of Fine Aggregate with Glass Powder and Cement with Zeolite to Mitigate Urban Heat Island Effect"

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd33239.pdf

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33239/an-experimental-investigation-on-incorporation-of-fine-aggregate-with-glass-powder-and-cement-with-zeolite-to-mitigate-urban-heat-island-effect/parveen-kumar

internationaljournalofmanagement, callforpapermanagement, managementjournal

Saturday, August 29, 2020

A Research onto Study the Properties of Concrete with Partial Replacement of Aggregates by Plastic Aggregates

Plastic waste management is the main environmental issues in our country. The present study applies to the usage of recycled plastics as an alternative for aggregates in concrete. The motive of the study is to investigate the alteration in the physical qualities of concrete by the use of waste of plastics in concrete. The utilization of plastic aggregates was discovered to lead to the development of sturdy concrete. Additionally, with the plastics, the tensile and compressive strength of the concrete reduces. The foremost change brought approximately by using plastics is the fact that concrete’s thermal conductivity is decreased due to the utilization of plastics. It is able to thus be declared recycled plastics are usually utilized for thermal insulation of structures.Series of experiments had been performed in this current study for a comparison of the usage of Used Plastic as a replacement of sand in various different proportions. The main conclusions drawn was that the compressive strength increases with the inclusion of Used Plastic upto a certain proportions and then reduces the strength.

by Paras Kumar Yadav | Amit Kumar "A Research onto Study the Properties of Concrete with Partial Replacement of Aggregates by Plastic Aggregates"

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd33250.pdf

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33250/a-research-onto-study-the-properties-of-concrete-with-partial-replacement-of-aggregates-by-plastic-aggregates/paras-kumar-yadav

callforpapertechnology, technologyjournal

Damage and Loss Assessment of a Midrise RC Building in Downtown Area of Yangon Region

Yangon is an earthquake prone region and most of the low rise to mid rise residential reinforced concrete buildings are designed for gravity loads only. Therefore, evaluation of seismic vulnerability of buildings is essential in order to predict the probable damages and losses to this type of buildings. Damage assessment and earthquake loss estimation for gravity only design buildings should be performed to predict the damage probabilities and losses under the earthquake loading. In this study, seismic design and gravity design are accomplished for a five story residential RC building. Nonlinear static pushover analysis is performed using SAP 2000 software and capacity curves and fragility curves are developed for both designs. Damage probability matrices DPM are formed for design basic earthquake DBE level and maximum considered earthquake MCE level and the damage states are compared. The expected annual loss of the both designs are evaluated by means of the fragility curves and seismic hazard curve. Expected annual loss EAL values are also estimated and compared for both designs for 475 years and 2475 years periods.