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IRJET- Analysis of Properties of Mix Design Concrete using Steel Scrap
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ENERGY STORAGE DEVICES
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Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry. Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems. Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
The Benefits and Techniques of Trenchless Pipe Repair.pdf
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Pipe Restoration Solutions
In this project presentation, I will show you the design and build a simple Car Speed Detector circuit using Arduino UNO and IR Sensors. This Arduino Car Speed Detector project can be used to detect speed of a moving car. this is a very simple project idea to present. dept. of electrical and electronic engineering, university of chittagong.
Arduino based vehicle speed tracker project
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Rased Khan
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems! Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected. R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production. An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred. R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance. Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production. It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call! Work done in cooperation with James Malloy and David Moelling from Tetra Engineering. More examples of our work https://www.r-r-consult.dk/en/cases-en/
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
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R&R Consult
The Project entitled “PHARMACY MANAGEMENT SYSTEM” is systematic approach made towards maintaining purchase details, stock details, order details, sales details, sales return details, payment details, buyer details, the record are manually maintained id’s provide lots of problem. Hence we need of data to be computerized.
Pharmacy management system project report..pdf
Pharmacy management system project report..pdf
Kamal Acharya
About Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol. • Remote control: Parallel or serial interface. • Compatible with MAFI CCR system. • Compatible with IDM8000 CCR. • Compatible with Backplane mount serial communication. • Compatible with commercial and Defence aviation CCR system. • Remote control system for accessing CCR and allied system over serial or TCP. • Indigenized local Support/presence in India. • Easy in configuration using DIP switches. Technical Specifications Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol. Key Features Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol. • Remote control: Parallel or serial interface • Compatible with MAFI CCR system • Copatiable with IDM8000 CCR • Compatible with Backplane mount serial communication. • Compatible with commercial and Defence aviation CCR system. • Remote control system for accessing CCR and allied system over serial or TCP. • Indigenized local Support/presence in India. Application • Remote control: Parallel or serial interface. • Compatible with MAFI CCR system. • Compatible with IDM8000 CCR. • Compatible with Backplane mount serial communication. • Compatible with commercial and Defence aviation CCR system. • Remote control system for accessing CCR and allied system over serial or TCP. • Indigenized local Support/presence in India. • Easy in configuration using DIP switches.
Standard Reomte Control Interface - Neometrix
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Neometrix_Engineering_Pvt_Ltd
PHP and MySQL project on Hall Booking System is a web based project and it has been developed in PHP and MySQL and we can manage Payment, Booking, Inventory, Booking Dates, Customers and Hall from this project. The main objective to develop Hall Booking System PHP, MySQL, JAVA SCRIPT and BOOTSRAP Project is to overcome the manual errors and make a computerized system. In this project, there are various type of modules available to manage Customers, Booking, Payment. We can also generate reports for Booking, Payment, Booking Dates, Hall. Here the Payment module manage all the operations of Payment, Booking module can manage Booking, Inventory module is normally developed for managing Inventory, Booking Dates module manages Booking Dates operations, Customers module has been implemented to manage Customers. In this project all the modules like Payment, Booking Dates, Booking are tightly coupled and we can track the information easily. Ifyou are looking for Free Hall Booking System Project in PHP and MySQL then you can visit our free projects section. We can easily get the list of wedding halls & lawns in Nagpur. Also we have detailed contact information for some particular hall. But we cannot get the availability about hall. So background behind this web portal is that it gives the area wise listing of wedding halls & lawns with the detailed information of individual and also display for particular date the hall is available or not. Just dial is the system in which we can only find the name of Hall and Lawns in city. In just dial we cannot find Halls in specific area. This system cannot show all information about any Hall. This system is not able to book the Halls online. The A Web Based Hall Booking Management System is designed to overcome the disadvantage of previous system.We can easily get the list of Wedding Halls. But we cannot get the availability about Hall. So background behind this web portal is that it gives the area wise listing of Wedding Halls with the detailed information of individual and also display for particular date the Hall is available or not. This is a special type of web portal to easily get the information of all Wedding Halls in Nagpur which display separate calendar for separate Hall. For particular date the Hall. We can availability of Hall as well as Lawns detailed information about individuals Hall in our web portal . It provides all facilities to clients with lowest cost and lowest maintenance problems.
Hall booking system project report .pdf
Hall booking system project report .pdf
Kamal Acharya
fluid mechanics notes by devender poonia sir
fluid mechanics gate notes . gate all pyqs answer
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apareshmondalnita
Presented at NUS: Fuzzing and Software Security Summer School 2024 This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
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abh.arya
This portfolio contains selected projects I completed during my undergraduate studies. 2018 - 2023
Architectural Portfolio Sean Lockwood
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seandesed
Mining Data Stream
KIT-601 Lecture Notes-UNIT-3.pdf Mining Data Stream
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The project developers created a system entitled Resort Management and Reservation System; it will provide better management and monitoring of the services in every resort business, especially D’ Rock Resort. To accommodate those out-of-town guests who want to remain and utilize the resort's services, the proponents planned to automate the business procedures of the resort and implement the system. As a result, it aims to improve business profitability, lower expenses, and speed up the resort's transaction processing. The resort will now be able to serve those potential guests, especially during the high season. Using websites for faster transactions to reserve on your desired time and date is another step toward technological advancement. Customers don’t need to walk in and hold in line for several hours. There is no problem in converting a paper-based transaction online; it's just the system that will be used that will help the resort expand. Moreover, Gerard (2012) stated that “The flexible online information structure was developed as a tool for the reservation theory's two primary applications. Computer use is more efficient, accurate, and faster than a manual or present lifestyle of operation. Using a computer has a vital role in our daily life and the advantages of the devices we use.
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
Kamal Acharya
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Quality defects in TMT Bars, Possible causes and Potential Solutions.
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PrashantGoswami42
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Courier management system project report.pdf
Courier management system project report.pdf
Kamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message. When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely. When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item. Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Automobile Management System Project Report.pdf
Automobile Management System Project Report.pdf
Kamal Acharya
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
WATER CRISIS and its solutions-pptx 1234
WATER CRISIS and its solutions-pptx 1234
AafreenAbuthahir2
This presentation is about nitration process of industries, unit processes of chemical engineering.
Halogenation process of chemical process industries
Halogenation process of chemical process industries
MuhammadTufail242431
This project aims at the Introduction to app Service Management. This software is designed keeping in mind the user’s efficiency & ease of handling and maintenance , as and secured system over centralized data handling and providing with the features to get the complete study and control over the business. The report depicts the basics logic used for software development long with the Activity diagrams so that logics may be apprehended without difficulty. For detailed information, screen layouts, provided along with this report can be viewed. Although this report is prepared with considering the results required these may be across since the project is subjected to future enhancements as per the need of organizations.
Online resume builder management system project report.pdf
Online resume builder management system project report.pdf
Kamal Acharya
This project is being considered in order to reduce and totally eliminate loss of customers to competitors, and save the company from folding up. The current system is manual and it is time consuming. It is also cost ineffective, and average return is low and diminishing. Currently, customers can call or walk-in in order to rent or reserve a vehicle. The staff of the company will check their file to see which vehicle is available for rental. The current system is error prone and customers are dissatisfied. The goal of this project is to automate vehicle rental and reservation so that customers do not need to walk-in or call in order to reserve a vehicle. They can go online and reserve any kind of vehicle they want and that is available. Even when a customer chooses to walk-in, computers are available for him to go online and perform his reservation. When he choose to reserve by phone, any of the customer service representatives can help him reserve the vehicle speedily and issue him a reservation number. The VRS will maintain the database of all vehicles the company has. It will also keep track of all vehicle reservation and return. Reports will be generated bi-weekly. Reports for the Accounts Manager will detail the cost incurred to maintain each vehicle and revenue accrued on each vehicle. Reports for the Maintenance Manager will detail the present mileage of the car in order for him to take care of the vehicle servicing, and when each vehicle will be due for tag renewal. The Branch Manager’s report will detail total cost incurred and total revenue accrued, and the status of each vehicle so that he can decide whether to sell the vehicle or still keep it.
ONLINE VEHICLE RENTAL SYSTEM PROJECT REPORT.pdf
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BRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWING
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CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
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Pharmacy management system project report..pdf
Pharmacy management system project report..pdf
Standard Reomte Control Interface - Neometrix
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Hall booking system project report .pdf
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fluid mechanics gate notes . gate all pyqs answer
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Democratizing Fuzzing at Scale by Abhishek Arya
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Architectural Portfolio Sean Lockwood
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KIT-601 Lecture Notes-UNIT-3.pdf Mining Data Stream
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RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
Quality defects in TMT Bars, Possible causes and Potential Solutions.
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Courier management system project report.pdf
Courier management system project report.pdf
Automobile Management System Project Report.pdf
Automobile Management System Project Report.pdf
WATER CRISIS and its solutions-pptx 1234
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Halogenation process of chemical process industries
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Online resume builder management system project report.pdf
Online resume builder management system project report.pdf
ONLINE VEHICLE RENTAL SYSTEM PROJECT REPORT.pdf
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IRJET- Analysis of Properties of Mix Design Concrete using Steel Scrap
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1900 Analysis of Properties of Mix Design Concrete Using Steel Scrap Shivam Darji1, Krushil Borsadiya2, Abdulrashid Momin3, Shweta Chauhan4 1, 2, 3Research Scholars, 4 Professor Department of Civil Engineering, Sardar Patel College of Engineering, Bakrol, Anand, India ---------------------------------------------------------------------***------------------------------------------------------------------- Abstract - The aim of the paper was to study the feasibility of using steel scrap in mix design concrete by checking various concrete parameters like compressive strength, tensile strength and flexural strength. All the parameters checked with varying percentage by 0%, 0.5%, 1%, 1.5% and 2% by weight of concrete. In this experimental study M 30 grade concrete is used. For this concrete cubes, beams and cylinders were casted. Total 45 concrete specimens were casted and cured. Tests were done on cured concrete specimens at 28th day. The tests performed were compressive strength test, split tensile strength test and flexural strength test by following the guidelines set by Indian Standard. The test results were compared with plain cement concrete. The compressive strength of M-30 grade concrete was found out to be 33.33 N/mm2, 36.44 N/mm2, 38.36 N/mm2, 35.18 N/mm2 and 33.47 N/mm2. The split tensile strength was 2.80 N/mm2, 3.11 N/mm2, 3.52 N/mm2, 3.18 N/mm2 and 2.85 N/mm2. The flexural strength was 4.47 N/mm2, 4.44 N/mm2, 5.34 N/mm2, 4.89 N/mm2, and 4.36 N/mm2 respectively steel scrap percentages. After comparing results, we know that the 28 days compressive strength, split tensile strength and flexural strength of steel scrap concrete is more than plain concrete. Key Words: Steel scrap, Concrete, Compressive Strength, Split tensile Strength, Flexural Strength 1. INTRODUCTION Concrete is the most suitable material which is used in construction worldwide [1]. Generally, concrete is made by mixing cement, sand and aggregate together and water as lubricant. Also, some admixtures and chemicals used in concrete to improve its properties. Along with the development of technology, the research conducted to improve the properties of concrete, among others, with the addition of fiber [2]. Nowadays, different wastes such as fly ash, blast furnace slag, quarry dust, brick bats, broken glass waste and its powder, Steel waste, Coconut shells, E-waste, Plastic waste, Marble dust powder, Paper and pulp mill waste, Sugar cane industry waste etc. can be used in many developed countries [3]. As per rapid Industrialization, steel producing industries increasing year and year. These industries produced steel waste and gases which are very harmful to the environment. In India steel waste generated from steel industry is very high. This waste may be dumped in to the barren land and other disposal places. Recycling of steel waste reduces the steel waste but recycling steel has low quality and recycling cost is high. However recycled steel is not used in construction, so we are using steel scrap waste in concrete which reduces the consumption of reinforcement and cost of structure [4]. At present day Reinforced concrete structures are very popular worldwide. R.C.C. structure has good load bearing capacity. Also it has very well resistant against wind and earthquake forces. R.C.C. structures are made from concrete and steel. Concrete has good compressive strength and steel has good tension strength. So, structure remains stable against various forces. Experimental study done to know the compressive strength, Split tensile strength and Flexural strength of steel scrap concrete and plain cement concrete. Then, comparative study done on steel scrap concrete and plain cement concrete. This scrap waste may also improve properties such as reduction in shrinkage, reduction in cracking, toughness etc. [2]. 2. OBJECTIVES Use of Steel scrap in concrete. To study effect of waste steel scrap in concrete. To establish the alternatives of ingredients of concrete. To check the feasibility of waste steel scrap in mix design concrete. To check feasibility various tests done on prepared concrete specimen like compressive strength, Split tensile strength, Flexural strength etc. To compare test results with conventional concrete and decide optimum percentage of steel scrap for maximum strength of concrete. 3. MATERIALS 3.1 Cement Ordinary Portland cement 53 grade cement was used in this experimental work. Cement satisfied all physical properties with in its limit as given in IS 12269-1987 [5]. The weight of each bag is 50 kg. Cement is the expansive material among all ingredients of concrete. Cement acts as a binding material in concrete. Various test values obtained are described in Table – 1 given below.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1901 Table – 1: Properties of cement Properties of Cement Sr. No. Properties Obtained Values 1. Fineness (%) 3.5 2. Standard consistency (%) 30 3. Initial setting time(min.) 60 4. Final setting time(min.) 575 5. Specific gravity 3.15 6. Compressive strength at day 28 days (N/mm2) 53 3.2 Fine Aggregate The aggregate having size less than 4.75 mm is termed as fine aggregate. Locally available fine aggregate get from river bed used in experimental work. Fine aggregate obtained from grading zone III. Fine aggregate having properties satisfied the requirement as per IS-383:1970 and it has divided the fine aggregate into four zones (i.e. I, II, III, IV). The specific gravity of fine aggregate can be found out by pycnometer bottle. The specific gravity of fine aggregate is 2.55. 3.3 Coarse Aggregate The aggregate having size more than 4.75mm is termed as coarse aggregate. Generally, Aggregates are angular in shape. Flaky and elongated aggregate should not be used in concrete. It makes concrete porous and more permeable. The aggregates used in concrete should be durable, clean, tough and proper gradation. The average size of 20 mm aggregate used in experimental work. The specific gravity of coarse aggregate is 2.95 and water adsorption is 0.5%. Coarse aggregate obtained from grading zone III. 3.4 Water Water plays an important role in concrete and acts as a lubricant between ingredients of concrete such as cement, sand and aggregate. Water helps in improving the workability of concrete. Water used for concrete mixing and curing shall be clean and free from oils, salts, alkalis, sugar, organic materials or other dangerous materials. Due to impurities slight reduction in strength of concrete. Its pH value should be lies between 6 and 8 [6]. Portable water used in this experimental work. 3.5 Turn Fiber as Steel Scrap Lathe scrap used as turn fiber steel scrap and its dimensions is average 1.5 mm thickness, 25-30 mm length and 2 mm wide. The dimension of fiber varies from industry to industry and type of work done by industry. Its shape depends upon industry and type of work done by industry [2]. The shape of steel scrap may be rectangular or twisted. Figure – 1: Turn Fiber 4. MIX DESIGN Concrete is a mixture of cement, sand and aggregate. Cement, Sand and aggregates taken by weight as calculated proportions. This proportion defines M-30 grade concrete with W/C ratio 0.45. The aim of mixing of concrete to produce homogeneous and dense concrete. For mixing concrete, mixer machine is used. Calculated quantity of dry coarse aggregates and fine aggregates added in the mixer machine drum. Rotate drum about 2 minutes. Then, calculated quantity of cement added into the drum. Calculated quantity of water added in to the drum. At the last calculated quantity of fiber added into the drum. Mixing is done till uniform homogeneous mix obtained. The mix ration calculated was 1:1.73:3.3. Materials quantity required for 1m3 concrete for M-30 grade concrete are as follows. Table - 2: Material Quantity Material Quantity for 1 m3 concrete Material Quantity (Kg) Cement 378 Fine aggregate 655 Coarse aggregate 1246 Water 170 5. EXPERIMENTAL PROGRAMME 5.1 Compressive Strength Test Specimen moulds were well-greased and oiling done before casting to prevent sticking of concrete inside the mould. Total 15 nos. cubes of size 150mm X 150mm X 150mm were casted to estimate the compressive strength of M 30 grade concrete. The moulds were filled with 0.0%, 0.5%, 1.0%, 1.5%, and 2.0%. Moulds were fitted on the vibrator platform and rigidly clamped on the table to enable the system to vibrate in balance. The
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1902 top surfaces of the specimens were levelled using trowel. After 24 hours the specimens were demoulded and placed in curing tank for 28 days. After 28 days curing, the cubes were tested in Universal testing machine. The failure load of the specimen noted and average value of three specimens were noted [1]. The compressive strength was calculated as follows. Compressive strength (N/mm2) = Failure load/ Cross section Area = P / A Table – 3: Compressive Strength Test Results Compressive Strength Test Results Scrap fiber (%) Sr. No. Load at failure (KN) Strength at 28 days (N/mm2) Average strength at 28 days (N/mm2) 0 1 750 33.33 33.332 740 32.88 3 760 33.77 0.5 1 830 36.89 36.442 810 36.00 3 820 36.44 1.0 1 850 37.77 38.362 880 39.11 3 860 38.22 1.5 1 800 35.55 35.182 780 34.66 3 795 35.33 2.0 1 755 33.55 33.472 760 33.77 3 745 33.11 5.2 Split Tensile Strength Test The standard size of cylinder mould is 150 mm diameter and 300 mm height [6]. Cylinder mould filled with different percentages of steel scrap by weight of concrete. After 24 hours moulds open and concrete specimens were put in curing tank. After 28 days specimens were collected from curing tank and test performed to determine tensile strength of concrete. Split tensile strength test results are given below. Split tensile strength (N/mm2) = 2P / LD Where, P = Failure load L = Length of Cylinder D = Diameter of Cylinder Table – 4: Split Tensile Strength Test Results Split Tensile Strength Test Results Scrap fiber (%) Sr. No. Load at failure (KN) Strength at 28 days (N/mm2) Average strength at 28 days (N/mm2) 0 1 197 2.78 2.802 198.5 2.81 3 199 2.82 0.5 1 220 3.11 3.112 215 3.04 3 225 3.18 1.0 1 240 3.40 3.522 255 3.61 3 250 3.54 1.5 1 221 3.12 3.182 230 3.25 3 225 3.18 2.0 1 198 2.80 2.852 201 2.84 3 205 2.90 5.3 Flexural Strength Test The standard size of beam mould is 700 X 150 X 150 mm [6]. Beam mould filled with different percentages of steel scrap by weight of concrete. After 24 hours moulds open and concrete specimens were put in curing tank. After 28 days specimens were collected from curing tank and test performed to determine flexural strength of concrete. Flexural strength = Pl / bd2 Where, P = Failure load l = c / c span between support b = width of specimen d = depth of failure of specimen Table -5 : Flexural Strength Test Results Flexural Strength Test Results Scrap fiber (%) Sr. No. Load at failure (KN) Strength at 28 days (N/mm2) Average strength at 28 days (N/mm2) 0 1 24.7 4.39 4.472 25.0 4.44 3 25.8 4.59
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1903 0.5 1 25.0 4.44 4.442 24.8 4.40 3 25.2 4.48 1.0 1 28.5 5.07 5.342 30.0 5.33 3 31.7 5.64 1.5 1 27 4.8 4.892 27.5 4.89 3 28.0 4.98 2.0 1 24.0 4.27 4.362 24.6 4.37 3 25 4.44 6. CONCLUSION After completing experiment, we conclude that steel scrap can be used effectively to improve properties of mix design concrete. Steel scrap improves properties of mix design concrete such as compressive strength, split tensile strength and flexural strength. Use of steel scrap by percentage weight of concrete reduces cracks and shrinkage in mix design concrete. Steel scrap reduces the consumption of reinforcement in R.C.C. structures. ACKNOWLEDGEMENT The Authors thankfully acknowledge to G. J. Patel, Chairman, Sardar Patel Education Campus, Shree Sheetal Patel, Hon. Secretary, Sardar Patel Education Campus, Dr. Vashishthadhar Dwivedi, Campus director, Dr. Bhavesh Shah, Principal, Sardar Patel College Of Engineering, Nikunj R. Patel, Head and professor, Civil Engineering Department, Shweta J. Chauhan, Assistant Professor, Civil Engineering Department, Sardar Patel College of Engineering, V.V. Nagar-Vadtal road, Bakrol, Anand, Gujarat, India for their motivations and infrastructural support to carry out this research. The authors are also thankful to authors/ editors all those journal from where the lecture for this article has been discussed and reviewed. REFERENCES [1] Poorva Haldkar and Ashwini Salunke, “Analysis of effect of additional of lathe scrap on the mechanical properties of concrete”, International Journal of Science and Research (IJSR), Vol. 5 Issue 4, April 2016. [2] Sheetal Chinnu James, Dr. Mini Mathew and Ms. Anitta Jose, “Experimental study on fiber reinforced concrete using lathe scrap fiber” 2nd International Conference on science, Technology and management (ICSTM), September 2015. [3] Nilesh K. Vasoya and Dr. Harishkumar. R. Varia, “Utilization of various waste materials in concrete a Literature Review”, International Journal of Engineering Research & Technology (IJERT), Vol. 4, Issue 4, April 2015. [4] Er. Bhardwaj. D and Yadav. S. D., “Use of steel fiber concrete in Rigid pavements”, International Journal of Civil Engineering (IJCE) Vol. 1, 2014, pp-32. [5] Pooja Shrivastava and Dr. Y.P. Joshi, “Reuse of lathe waste steel scrap in concrete pavements”, International Journal of Engineering Research and Applications, Vol. 4, Issue 12, December 2014, pp. 45-54. [6] Zeeshan Nissar Qureshi, Yawar Mushtaq Raina and Syed Mohd Asgar Rufaie, “Strength Characteristics Analysis of Concrete Reinforced With Lathe Machine Scrap”, International Journal of Engineering Research and General Science Vol. 4, Issue 4, July- August, 2016.
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