MIT-World Peace University (MIT-WPU) is a top educational institute located in Pune, India. It is recognized within&nbsp;UGC under Government of Maharashtra Act No. XXXV 2017.&nbsp;

It is part of the MIT group of institutions (established in 1983) which covers 10+ campuses across India and has more than 50,000+ students enrolled across various disciplines at a given point of time. The institute houses 15 schools ranging from Engineering &amp; Technology, Design, Pharmacy, Commerce, Governance among others. It offers undergraduate, postgraduate and PhD programs among different disciplines.&nbsp;

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MIT World Peace University

Engineering and Technology

Ferrocement is widely used because of its excellent behavior pf ferrocement under flexural, and impact strength. Ferrocement also has excellent mechanical properties. In this study, total 16 ferrocement panels were modelled of M50 grade of concrete. The thickness of ferrocement panels considered is 15mm, 20mm and 25mm. Galvanized welded mesh is used as reinforcement in panels. This wire-meshes were layered in 2, 3, 4 and 5 layers. High velocity impact test is done by Ak-47 bullet striking with a velocity of 150, 250, 350, 450, 550, 650 and 750 m/s for each panel. All this panels were modelled in design modeler of Ansys explicit Dynamics. Deformation, Equivalent Stress and Normal Stress of all the panels are evaluated and compared by analyzing in ANSYS Explicit Dynamics. From the past researches and the conclusions made by these researches, we can see positive chance in the utilization of waste foundry sand in construction field. As these results gives the great emphasis towards the development on environment friendly and economical constructions.

World University root node

School of Civil Engineering

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International Journal of Engineering and Advanced Technology

Ferrocement Panels Under High Velocity Impact By Incorporating Waste Foundry Sand

The accidental fire generally tends to explosion in the city environment surrounded with combustible materials, and vice versa. This leads to the fact that the structures are in danger of combined effect of fire and blast. This study mainly considers the combined effect of fire and blast on SFRC panels and compares the results with that of plain concrete panels. This is the analytical study done using ANSYS 16 Workbench as finite element analysis tool. The ISO834 standard fire curve is used for temperature effect and two loads (0.1 kg and 0.2kg) with varying stand-off distances is considered. The results in form of total deformation, equivalent stress and equivalent strain are obtained.

International Research Journal of Engineering and Technology (IRJET)

Finite Element Analysis of Steel Fiber Reinforced Concrete Composite Panels Subjected to Combined Effect of Fire and Blast

In today’s world there is requirement for analyzing data, information and creating efficient solutions for data handling. The key component like cloud computing gives ascendable resources, reduced operational and processing costs and lower maintenance costs. The paper refers to active standards in Cloud Computing Environment, recently published in different articles. There are different techniques used to analyze large data and parallel trust computing. Intercloud Architecture Framework (ICAF) includes the components like Intercloud integration and interoperability, The (BOSS) Bi-Objective Scheduling Strategy for dynamic scheduling, a service operator-aware trust scheme (SOTS) for resource pairing across multiple clouds; Real-trust Trust Degree (RTD) is used to evaluate recent cloud resource service operators, and so on. The Pretty Good Privacy (PGP) is used for related Cloud Service using Parallel Trust Computing for trust evaluation. Pretty Good Privacy (PGP) is developed to provide a firm communication in a not firm environment respectively. PGP is an encryption technique which gives cryptographic privacy and authentication of data. The web service parameters are analyzed through the PGP technique and statistical methods to give the trusted web service. Keywords - Intercloud, Cloud Computing, Cloud Security, Big Data Analysis, Trust Computing

School of Computer Engineering & Technology

International Journal of Advances in Electronics and Computer Science

The Big Data Analysis for Associated Cloud Service using Parallel Trust Computing

Automobiles are perhaps the domain that represents the 21st century. The vehicles play a major role in our day to day life for transportation. The term Cruise Control refers to the concept of assisting drivers in the task of longitudinal vehicle control to avoid any accident or collision. With the increase in the world population the need for automobiles as well as its usage daily has increased drastically. This leads to heavy traffic, rush, collisions, and accidents. The automobile black box is used to analyze the cause of vehicular accidents and prevent a loss of life and property from vehicle accidents. This Paper is based on the Project topic of Adaptive Cruise Control. In our proposed system, we tried to implement ACC using the less expensive devices, also increasing the ease to use it and adding a few other features in it. The project aims to build a Semi-Autonomous system; that assists the driver for the longitudinal control on their vehicle while driving by using the ultrasonic sensor (HCSR_04). An alert (led or buzzer) indication is given when the inter-vehicle gap approaches the safety limit. A switch is provided to ensure the semi-autonomous use of the vehicle. Also, it aims to use IoT to keep track of the distance readings, speed readings, and stability of the vehicle using the NodeMCU and ThnigSpeak platform. This system also uses the GPS (Neo-6m) and GSM (SIM 800A) to send a text message to a pre-defined number in case of detection of an accident.

School of Electronics & Communication Engineering

International Journal of Creative Research Thoughts

Adaptive Cruise Control System

Beam-column joint plays an important role in the response of a steel moment resisting framed structure.Generally, beam-column joint is the portion of the column that is common at the intersection to both the column and beam.Because of the poor performance of pre-Northridge moment connections, the researchers investigated the causes of failureand developed alternative connections for repair, rehabilitation and new construction. In this study, the behaviour of beamcolumnjoint with different modes of connections studied analytically using finite element analysis and experimentally usingloading frame with respect to ductility and plastic hinge formation. Four types of connections i.e. connection using weld, usingstiffeners like cleat angle and plate, using haunches and by using combination of both stiffeners and haunches were used withstandard ISMB steel section, plate forming I section and moreover with tube section. Modelling of the beam-column joint withdifferent connections were done in finite element software named ANSYS – WORKBENCH 2019. The aim of this study is towork out the best behaviour of connections. Experimentally total six specimens with and without stiffening are prepared fortesting. Quasi static test performed on the beam column joint using loading frame. Experimental work is validated withanalytical results obtained by FE analysis.

COMPARATIVE STUDY OF BEHAVIOUR OF STEEL BEAM-COLUMN JOINT WITH DIFFERENT MODES OF CONNECTIONS

Beam column jointsin concrete framed structure have been identified as criticalmember for transferring forces andbending moments between beams and columns. The change of moments in beam and columns across the joint region, underloadings, induces high shear force and stresses as compared with other adjacent members. The shear failure caused is often brittlein nature which is not an acceptable structural performance. Retrofitting enhances the moment carrying capacity of joint. Oftenbeam column joints need to be strengthened. Author proposes use of ferrocement for retrofitting as wrapping technique, costeffective alternative to costly FRP wrapping technique. In this present research study, modelling & comparison of Beam-Columnjoint with and without ferrocement jacket is carried out by finite element method using software ANSYS APDL. The comparisonshows enhanced performance of the jacketed model over Non jacketed in terms of stresses, ultimate load carrying capacity.

IRJET

FEM Analysis of RCC Beam column joint retrifitted with Ferrocement jacketing

The increased number of terrorist attacks mainly in the last couple of years has shown that the impact of blast loads on buildings is a serious matter that we should consider during the building design process. The research has shown that the two joints (i.e. corner joint and exterior joint) are tested for blast loading of 6kgTNT charge effect with varying scaled distances (0.5m, 0.75m, 1m). Both joints are tested for both conditions that are in presence of steel fibers and in absence of steel fibers. Every steel designer should design Beam-Column joint for blast resistant as the beam-column joint become weak during blast. While these terrorist attacks are rare events, dynamic loads, i.e. blast loads, always need to be measured carefully much like earthquake loads and wind loads. The investigation of behavior of Beam-Column joint with and without Steel Fiber Reinforced Concrete under blast loading is presented in this paper using finite element method. Individual behavior of Beam-Column joint under blast loading before and after adding Steel Fibers is studied in this paper.

Analysis of Steel Fiber Reinforced Concrete Beam-Column Joint Subjected to Blast Loading by Finite Element Method

In todays world Industry 4.0 is an emerging trend towards automation of manufacturing processes and technologies which include internet of things, cognitive and cloud computing, artificial intelligence and machine learning. Our main objective is to develop a method which increases the efficiency and reliability of machines using machine learning.

International Journal of Engineering and Technical Research

Industry 4.0 - Optimization of Dressing Cycle Frequency and Power Requirements of Grinding Machine using Neural Networks

Modern infrastructure activities are not possible without the use of reinforced concrete and thus the strength anddurability of these structures is important. Corrosion of reinforcing steel is been cited as the most detrimental effect and is thusendangering the structural performance in terms of load bearing capacity and durability. The corrosion affects the service life ofstructure. The bond between reinforcement and concrete is affected due to corrosion and thus the strength of RCC alsodeteriorates. Corrosion of reinforced concrete is a slow process. The concrete acts as a protective shield thus, it takes reasonablylong time for corrosion initiation and progress. The accelerated corrosion technique is a method to assess causes and extent ofcorrosion. The diffusion of chlorides in concrete is recognized as one of the major cause for initiation of corrosion phenomenon.This report presents study on effect of corrosion on compressive strength, flexural strength and torsional strength of reinforcedconcrete beams. In this experiment M25 grade of concrete is used for casting of RC beams. Universal testing machine (UTM) is usedfor compressive strength test and flexural strength test and specially prepared setup is used for torsional strength.

EFFECT ON ENERGY ABSORPTION IN TORSIONAL AND FLEXURAL MEMBER DUE TO CORROSION

Internal explosion that occurs within a structure causes multiple reflections of the blast wave and a multiimpact effect of the wave on the structure is observed. This leads to a greater blast load that acts for an extended time duration than compared to when the explosion occurs externally under an open environment. This paper illustrates the calculation of different parameters of the pressure wave produced as a result of internal and external explosion. Then, the behaviour of a typically reinforced concrete structure subjected to a blast load of 50 kg TNT placed both internally and externally was analytically determined. The time for which the structure experienced the internal pressure was 7.58 times more than that for external explosion. The results showed that maximum deformation for internal blast for all structural components was several times that of for an external blast. The minimum difference of deformations for the two blast scenarios was observed in the front wall, where the maximum deformation for the internal explosion was 9.97 times more. Whereas, the maximum difference was at the slab where the internal blast produced a deformation that was 34.89 times more than the corresponding value for external explosion. Also, deformations exceeded the maximum limits of deflections as per IS 456:2000 for internal blast loading while they were within limits for external blast loading.