Manuscripts

Recent Papers

Research Paper

An in-vivo study to evaluate the clinical efficacy of different gingival retraction systems

Background: Meticulous impression of the prepared teeth is of extreme importance for successful fixed prosthetic restorations. Gingival retraction allows access to finish lines and to create space for the impression material to record prepared and unprepared tooth structure. Dentists should carefully consider the various materials and methods of gingival retraction in light of the potential risks involved. Aim: The aim of this study was to assess and compare the amount of displacement in terms of lateral displacement by the Expasyl and Magic FoamCord retraction systems. Materials and methods: Study was conducted on the unprepared right and left maxillary central incisors for 10 subjects. Subjects were selected based on certain selection criteria. The pre-displacement and post-displacement impressions were made in a custom tray with monophase addition silicone material using a single mix-one step impression technique. Final cast of maxillary central incisors was sectioned longitudinally into two equal halves. The sectioned halves were oriented on mounting jig using a spirit level and assessed under a traveling microscope. The measurements were made from the crest of the gingival margin to the mid-buccal surface of the tooth. The amount of gingival displacement in each group was calculated by subtracting the pre- displacement values from post-displacement values. From the observations obtained statistical analysis was performed using paired 't' and unpaired 't' test. Results: Group I produced more amount of lateral displacement than Group II. However, the amount of gingival displacement between Group I and Group II showed a statistically significant difference. Conclusion: Expasyl pastes retraction system showed more lateral displacement of gingiva compared to Magic Foam Cord system.

Published by: Dr. Imtiyaz Ahmed Magray, Dr. Arwah Bashir, Dr. Adil Fayaz

Author: Dr. Imtiyaz Ahmed Magray

Paper ID: V5I3-1444

Paper Status: published

Published: May 20, 2019

Full Details
Technical Notes

Busted: A website vulnerabilities analysis and alert tool

The number of reported web application vulnerabilities is increasing dramatically. The most of vulnerabilities result from improper input validation. This paper presents extensions to the Tainted Mode model which allows intermodule vulnerabilities detection. Besides, this paper presents a new approach to vulnerability analysis which incorporates advantages of penetration testing and dynamic analysis Henceforth, it is required to have secured services. The main concern is to provide security to end user to protect files or data from the unauthorized group. The web application is now used to performs an intelligent standard of collection of services, applications, information, infrastructure comprised of pools of computer, network, information, and storage resources. With these advantages storing a large amount of data including important information on websites motivates a highly accomplished hacker to hack the critical information also. Hence, security is considered a topmost issue in cloud computing. This paper aims at analyzing encryption algorithms based on factors such as cost, time, key length and block size. The analysis indicates that several algorithm and various tools help in improving security to save the data

Published by: Ujjwal Sinh, Suresh Kumar B., Tejaswini D. Kalro, Bajarang, A. M. Prasad

Author: Ujjwal Sinh

Paper ID: V5I3-1273

Paper Status: published

Published: May 20, 2019

Full Details
Thesis

Experimental investigation of earthquake resisting stadium designed with damper

The Structures such as buildings, bridges, and towers are prone to collapse when natural phenomena like earthquake occurred. Therefore, many design codes are reviewed and new technologies are introduced to resist earthquake energy especially on building to avoid collapse. The tuned mass damper and hydraulic dampers etc. are one of the earthquake reduction products introduced on structures to minimize the earthquake effect. This study aims to analyze the effectiveness of tuned mass damper by experimental works and finite element modeling. The comparisons are made between these two models under harmonic excitation. Based on the result, it is proven that installing tuned mass damper will reduce the dynamic response of the frame but only in several input frequencies. At the highest input frequency applied, the tuned mass damper failed to reduce the responses. In conclusion, in order to use a proper design of damper, a detailed analysis must be carried out to have sufficient design based on the location of the structures with specific ground accelerations.

Published by: Porselvan R., Sekar

Author: Porselvan R.

Paper ID: V5I3-1474

Paper Status: published

Published: May 18, 2019

Full Details
Survey Report

Routing communication performance in mobile ad-hoc networks using millimeter wave-An survey

The point of this paper is to see the steering protocol execution in versatile Ad-Hoc organizes utilizing Mm-wave. A directing convention indicates how switches speak with one another, circulating data that empowers them to choose courses between any two hubs on a PC to arrange. Directing calculations decide the particular decision of course. In this paper, we ponder the execution of some outstanding steering conventions on account of mm-Wave Mobile Ad hoc Networks (MANET) utilizing the ns-3 mm-wave module that was produced as of late. Children are inside the objectives for the following arrival of the 3GPP New Radio (NR) institutionalization process (Release-16) for the 5G, which makes the investigation of the conduct of such recurrence groups for these systems a critical move towards accomplishing such objective. Scientific and reproduction results demonstrate an extraordinary enhancement in the steering conventions conveyance rates and power utilization when utilizing mm-Wave contrasted with the sub6GHz band frequencies

Published by: S. Mahesh, B. Ajith Reddy, B. Haranadh Reddy, K. Saketh Kumar, Dr. I. Chandra

Author: S. Mahesh

Paper ID: V5I3-1478

Paper Status: published

Published: May 18, 2019

Full Details
Research Paper

Currency recognition and fake currency identification using image processing

Around 150+ currencies exist in the world. Each currency differs from the other on the basis of size, paper, colors, patterns, text, etc. It is difficult to identify all the currencies that exist. Also, it is difficult to determine whether a currency is real or fake. Our system proposes to tackle this problem using Image Processing in MATLAB. The different types of currencies from different origin are provided to the system and system then performs Image Processing operations depending on the currencies and provide the identified currency type as an output. Also to authenticate currency is real or fake it performs Image Processing functions and identifies the currency provided as an input is real or fake.

Published by: Kiran Swami, Kshitija Murumkar, Dr. Premanand Ghadekar, Yash Solanki

Author: Kiran Swami

Paper ID: V5I3-1476

Paper Status: published

Published: May 18, 2019

Full Details
Thesis

Experimental investigation of sisal fibre reinforced concrete with partial replacement of cement by ground granulated blast furnace slag

The study focuses on the compressive strength, split tensile strength, flexural strength performance of the sisal fibre concrete containing a different percentage of slag as a partial replacement of OPC. The cement in concrete is replaced accordingly with the percentage of 10%, 20% and 30% by weight of slag. And 1% of sisal fibre is added to the concrete. Concrete cubes are tested at the age of 7,14 and 28 days of curing. Finally, the strong performance of slag used fibre reinforced concrete is compared with the performance of conventional concrete. From the experimental investigations, it has been observed that the optimum replacement of Ground Granulated Blast Furnace Slag powder to cement is 20% for M 30 grade. Addition of sisal fibre in the concrete mix significantly influenced the cracking behavior and ultimate strength of beams. Addition of 1% sisal fibre in the RC beams increases both the flexural first cracking strength and flexural toughness of the SFRC beams and leads to an appreciable increase in their ductility and stiffness compared to those conventional RC beams without the addition of sisal fibre.

Published by: E. Preethi, M. Madhumitha

Author: E. Preethi

Paper ID: V5I3-1485

Paper Status: published

Published: May 18, 2019

Full Details
Request a Call
If someone in your research area is available then we will connect you both or our counsellor will get in touch with you.

    [honeypot honeypot-378]

    X
    Journal's Support Form
    For any query, please fill up the short form below. Try to explain your query in detail so that our counsellor can guide you. All fields are mandatory.

      X
       Enquiry Form
      Contact Board Member

        Member Name

        [honeypot honeypot-527]

        X
        Contact Editorial Board

          X

            [honeypot honeypot-310]

            X