ISSN Approved Journal No: 2320-2882 | Impact factor: 7.97 | ESTD Year: 2013
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 7.97 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI)
IJCRT Journal front page | IJCRT Journal Back Page |
Paper Title: CRYPTOGRAPHIC HARDWARE FOR EMBEDDED SYSTEMS
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02145
Register Paper ID - 259980
Title: CRYPTOGRAPHIC HARDWARE FOR EMBEDDED SYSTEMS
Author Name(s): Dr Girish H, Anusha Dixith G, Aina Saba N, Anusha K V, Chandana M
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 958-965
Year: May 2024
Downloads: 68
Developing a cryptography model that can translate legible writing from common language and converse is the aim of this research. For SoC level FPGA, the AES 128-bit symmetric cryptography technique is used to avoid malware in both hardware and software. The ideal AES design with an enhanced security scheme is also described in this study. The suggested model enables pipelined reusing of the same hardware. Furthermore, suggests expanding the use of dynamic key extraction in cryptosystems to increase randomness through the addition of outer layer security. A completely automated process for creating keys framework utilizing digital biometrics is utilized to produce a 256-bit key with enhanced randomness for 32 From the provided digital biometric, pixels are randomly selected, and the values of all the selected pixels are concatenated at random to generate a 256- bit encryption key.
Licence: creative commons attribution 4.0
AES (Advanced Encryption Standard), FPGA (field programmable gate array), LUT (Look up table), Mbps (megabit per second), sub (sub bytes), shift (shift rows), mix (mix column), add (add round key).
Paper Title: SOLAR ENERGISED SOLAR PANEL CLEANING ROBOT
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02144
Register Paper ID - 259979
Title: SOLAR ENERGISED SOLAR PANEL CLEANING ROBOT
Author Name(s): Prof. Lokesha A. M, Madhu Singh K, R Dharshini, Srushti Sidaraddi, Sweekruthi Shetty R
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 953-957
Year: May 2024
Downloads: 99
This design proposes a solar- powered robot for drawing solar panels, exercising solar energy for both power generation and drawing operations. The system integrates rechargeable batteries, a robotic platform with drawing mechanisms, and a mobile app for stoner control. It's ideal is to optimize solar panel performance by maintaining cleanliness without homemade intervention. The robot's cleaning mechanisms are designed for effectiveness and minimum panel damage. Control commands are transmitted via Bluetooth from the mobile app, enabling real- time monitoring and adaptation. The tone- sustaining power system ensures nonstop operation, suitable for remote or out- grid installations. Overall, this innovative result offers a cost-effective and sustainable approach to solar panel conservation
Licence: creative commons attribution 4.0
Arduino, Cleaning, sensors, Brushes, Bluetooth, Automation
Paper Title: GREEN CONCRETE STRENGTH CHARACTERISTICS THAT CONTRIBUTE TO SUSTAINABILITY AND ITS ENVIRONMENTALY BENIGN NATURE
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02143
Register Paper ID - 259951
Title: GREEN CONCRETE STRENGTH CHARACTERISTICS THAT CONTRIBUTE TO SUSTAINABILITY AND ITS ENVIRONMENTALY BENIGN NATURE
Author Name(s): Vinay Kumar S, Shakir Ali Malik, Suchithrahas C S, Prajwal, Eshwari H S
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 946-952
Year: May 2024
Downloads: 90
To fulfill the demands of globalization in the construction of buildings and infrastructure, India has recently made a significant effort in constructing the infrastructure, including expressways, power projects, and industrial structures, among other things. Concrete and cement are commonly utilized in construction and building techniques across the globe. It is necessary to switch to green concrete from Ordinary Portland Cement (OPC), since OPC uses more energy and harms the environment. In this study fly ash is used as an alternate to OPC, as fly ash has a high silicate and alumina content, it combines with an alkaline solution to form an alumino-silicate gel, which bonds the aggregate and results in high-grade concrete. The concrete mix proportioning used is M30 GRADE and activation of geo polymer concrete is done using alkaline activators such as sodium hydroxide and sodium silicate solutions, finally checking the mechanical strength properties of GPC in comparison with conventional concrete
Licence: creative commons attribution 4.0
Alkaline Activators, Durability, Fly ash, Strength.
Paper Title: MODELLING AND ANALYSIS OF STADIUM FOR A RETRACTABLE ROOF
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02142
Register Paper ID - 259950
Title: MODELLING AND ANALYSIS OF STADIUM FOR A RETRACTABLE ROOF
Author Name(s): Chandrika P, Keerthana R, Rashmi T.M, Hruthik R, Santhosh V
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 939-945
Year: May 2024
Downloads: 102
This study presents a detailed analysis of retractable roofs. The retractable roof is a versatile architectural feature designed to provide flexible shelter and climate control for various structures, such as stadiums, arenas, and outdoor spaces. This innovative technology allows for the seamless transition between open-air and covered environments, offering protection from adverse weather conditions while maintaining an open-air experience when desired. It aims at enhancing the overall spectator experience and ensuring uninterrupted gameplay, regardless of adverse weather conditions. This innovative system involves mechanized panels and sections that can be opened or closed. The length of retractable roofs increases with the demand for more flexible and light construction, and such requirements mark retractable roof structures more sensitive to wind actions. The project outlines the potential impact of this innovative solution on the sports industry and multipurpose events.
Licence: creative commons attribution 4.0
Analysis, design, modeling, roofing material, STAAD PRO, trusses, retractable, Stadium.
Paper Title: AN INNOVATIVE EXPERIMENTAL TECHNIQUE OF ADDITIVE EXTRUSION MEND FOR CRATERS IN PAVEMENT
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02141
Register Paper ID - 259949
Title: AN INNOVATIVE EXPERIMENTAL TECHNIQUE OF ADDITIVE EXTRUSION MEND FOR CRATERS IN PAVEMENT
Author Name(s): Nagendra N, Murali Mohan M V, Aaqib Reyaz, K Rupesh Kumar, Betharasi Deepika, Anusha K V
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 933-938
Year: May 2024
Downloads: 103
Using lignin extract to mend craters has shown favorable results in addressing the challenges posed by pavement distresses on roads and highways. Traditional methods for repairing craters involve resource-intensive hot asphalt mixtures, resulting in temporary fixes. This project introduces an innovative approach using additive extrusion technology and lignin extracted from coconut coir for more efficient, cost-effective, and durable pavement repairs. By blending lignin with bitumen and incorporating urea formaldehyde polymer, this method helps in utilizing the full benefits of a pavement and offers a sustainable alternative to traditional materials. This eco-friendly solution not only strengthens road surfaces but also contributes to greener road maintenance practices, ensuring safer and increases the durability of pavements.
Licence: creative commons attribution 4.0
AN INNOVATIVE EXPERIMENTAL TECHNIQUE OF ADDITIVE EXTRUSION MEND FOR CRATERS IN PAVEMENT
Paper Title: DESIGN & MANUFACTURE OF POROUS CONCRETE USING SUGARCANE FIBER FOR URBAN PAVEMENTS
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02140
Register Paper ID - 259948
Title: DESIGN & MANUFACTURE OF POROUS CONCRETE USING SUGARCANE FIBER FOR URBAN PAVEMENTS
Author Name(s): Sreevidhya raman, Harshavardhan Karanam, Karthik S, Ranjith Kumar S, Prajwal kumar N
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 928-932
Year: May 2024
Downloads: 70
The focus of present researchers shifted towards utilizing local available alternative materials with binding properties in concrete as a cement replacement. Utilization of agricultural waste with pozzolanic properties in concrete will further aid for sustainability. Thus, the present study is initiated evaluate the mechanical of pervious concrete with sugarcane ash replacing cement. Porous concrete is gap graded concrete mix with minimum or no fine and which allow water to percolate in to the earth beneath the pavement. Porous concrete being used as structural layer in the pavement, the concrete mix shall require minimum structural strength, as well as the permeability properties. M20 concrete mix design process is adopted in the present study, with an assumption that the cement mortar just coats the aggregate and does not completely fill any voids. The dried sugar cane waste is incinerated at 2500 C to get the sugarcane ash, which is further sieved through 150 microns sieve, and the passing fraction is used in mix as a partial replacement for cement. Concrete cubes with sugar cane ash replacing cement in ratios of 0 %, 0.5 %, 1 %, and 1.5% by weight were prepared to evaluate the 7 days, 14 days and 28 days compressive strength. The compressive strength (N/m2) obtained for 0.5% is 112, 191, 120, 1% is 205,210,218. and 1.5% is 280,292,302 for 7, 14 and 28 days respectively.
Licence: creative commons attribution 4.0
Compressive Strength, Porous - Concrete, Sugarcane-Ash
Paper Title: "AN EXPERIMENTAL INVESTIGATION OF SELF CURING CONCRETE INCORPORATED WITH PEG - 400 AND PVA".
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02139
Register Paper ID - 259944
Title: "AN EXPERIMENTAL INVESTIGATION OF SELF CURING CONCRETE INCORPORATED WITH PEG - 400 AND PVA".
Author Name(s): Murali Mohan M V, Anirudh B, Bandlapalli Lohith Kumar, Chethan Kumar G R, Nisarga C S
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 923-927
Year: May 2024
Downloads: 74
Curing is said to be the method of maintaining minimum moisture content after construction to develop the desirable properties. In many situation curing is not possible so, to overcome those situation we are using chemicals to attain the process of curing. The chemicals like Poly-vinyl alcohol (PVA)and Poly ethylene glycol (PEG-400) contribute on cement by giving good Strength and hydration rate. This self curing agents gave better compressive strength and split tensile strength.
Licence: creative commons attribution 4.0
"AN EXPERIMENTAL INVESTIGATION OF SELF CURING CONCRETE INCORPORATED WITH PEG - 400 AND PVA".
Paper Title: GROUND DENSIFICATION FOR LIQUEFACTION MITIGATION USING GGBS COLUMNS ENCASED WITH GEOTEXTILE
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02138
Register Paper ID - 259943
Title: GROUND DENSIFICATION FOR LIQUEFACTION MITIGATION USING GGBS COLUMNS ENCASED WITH GEOTEXTILE
Author Name(s): Prof.Aruna T, Deeksha Tanu Sri M, Dileep N, Mohammad Shadman, Vamsi Hari P
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 917-922
Year: May 2024
Downloads: 84
The process known as liquefaction, which occurs when there is an excess of "pore water pressure" and a drop in the frictional resistance of the soil after an earthquake, is what causes the solid ground to change into a liquid condition. Sands that are loose or somewhat wet and have poor drainage, such clayey or silty sands, are susceptible to liquefaction. The standard penetration test (SPT) and the cone penetration test (CPT), which are favoured to evaluate the liquefaction potential of soil, are examples of in-situ tests that are the foundation of common liquefaction evaluation techniques. Rearranging the soil particles into tighter arrangements increases density and is known as densification. Using the stone column strategy, soil stability is increased as part of the ground-up improvement process. To compress the soil and raise its density, drop a large weight onto the ground several times from a considerable height
Licence: creative commons attribution 4.0
densification, liquefaction, mitigation, stone column, pore water pressure
Paper Title: TO ANALYSE THE COMPRESSION STRENGTH OF CONCRETE BY PARTIAL REPLACEMENT OF CEMENT WITH FLY ASH AND GGBS
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02137
Register Paper ID - 259942
Title: TO ANALYSE THE COMPRESSION STRENGTH OF CONCRETE BY PARTIAL REPLACEMENT OF CEMENT WITH FLY ASH AND GGBS
Author Name(s): Bhargava G, Murali Mohan M V, S Naveen, S Pavanesh, Shree Gaurav KU, Sharan G
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 912-916
Year: May 2024
Downloads: 79
This study is to analyze the compressive strength of concrete by partially replacing cement with Fly Ash and Ground Granulated Blast Furnace Slag (GGBS). The use of supplementary cementitious materials, such as Fly Ash and GGBS, in concrete production has gained significant attention due to its potential to enhance the sustainability and durability of concrete structures. This study is to work out the effect of mineral admixture GGBS and Fly ash in concrete of grade M-40 when it is added in & replaced for the fresh state and hardened state i.e. for workability and strength of concrete using OPC (43 grade). As mineral admixture GGBS and Fly ash have been added to OPC which varies from 20% and 40% at interval of 20% &40% by total weight of OPC, various range of addition and replacement of cement by GGBS and Fly Ash in the concrete. All mixes of concrete will examined for workability as slump test of fresh concrete. Hardened concrete is examined for Compressive strength for 7days,14days and 28 days. Slump will be analysed as compared to that of addition of GGBS & Fly ash.The research findings contribute to the understanding of the performance of concrete mixtures containing supplementary cementitious materials and offer practical recommendations for their utilization in construction. By addressing these objectives, this research endeavors to advance the knowledge and practice of sustainable concrete production and promote the responsible use of Fly Ash and GGBS in the construction industry.
Licence: creative commons attribution 4.0
Cement, Coarse aggregates, Fine aggregates, Fly Ash, GGBS(GROUND GRANULATED BLAST- FURNACE SLAG)
Paper Title: DESIGNED TABULATIVE COUPLING OF RC COMPRESSION MEMBERS-A SIMULATIVE APPROACH
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02136
Register Paper ID - 259941
Title: DESIGNED TABULATIVE COUPLING OF RC COMPRESSION MEMBERS-A SIMULATIVE APPROACH
Author Name(s): Narasimha Murthy M R, Vinay Kumar S, Sanjana C, Sushmitha, Thimmaraju G S,Aravind Kumar S V
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 906-911
Year: May 2024
Downloads: 89
In the present era design of any structural element would be a challenging task. Design of compression members being most challenging to decide the section is capable to withstand or bear the force applied on it. Hence design of Structural members are always designed based on number of trails and error method. While undertaking many trails, design calculations with their design checks proves a length and time consuming. Hence, in the present study efforts are put to build the stock of various design combinations of compression members by pre-assuming the sectional date and applying forces, moments on it. And suitable conclusion will be made at the end.
Licence: creative commons attribution 4.0
DESIGNED TABULATIVE COUPLING OF RC COMPRESSION MEMBERS-A SIMULATIVE APPROACH
Paper Title: COMPARATIVE STUDY OF PILED RAFT FOUNDATION ON SAND
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02135
Register Paper ID - 259940
Title: COMPARATIVE STUDY OF PILED RAFT FOUNDATION ON SAND
Author Name(s): ARUNA T, K.V.S.B RAJU
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 895-905
Year: May 2024
Downloads: 64
In civil engineering and construction, a piled raft foundation, also referred to as a raft with piles or a piled mat foundation, is one kind of foundation structure. It is frequently used to poor soil conditions, such as soft clay, loose sand, and extremely compressible soils. To increase load carrying capacity and settlement, the piled raft foundation combines the advantages of deep foundations and shallow raft foundations. It's crucial to keep in mind, nevertheless, that the design and building of PRF need for meticulous engineering study and consideration of site-specific factors, including soil conditions, structural loads, and foundation system behaviour. The study focuses on the PRF system's vertical load carrying capacity and settlement reduction under both eccentric and concentric stress on sand. To find out how different pile alignment and length affected the PRF's ultimate load, small-scale model tests are carried out. The study's findings suggest that the PRF system can minimize differential settlement and boost the raft's load bearing capacity by carefully placing the piles in optimized position. The study specifically aimed at how changing the pile's length to diameter (L/D) ratio affected their ability to support loads. The results of the research work indicate that strategical placing the piles in the PRF system improve the load bearing capacity and reduce the settlement.
Licence: creative commons attribution 4.0
Piled raft foundation, cohesion less soil, Load improvement ratio
Paper Title: RICE HUSK ASH AS A PARTIAL REPLACEMENT FOR CEMENT IN CONCRETE
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02134
Register Paper ID - 259939
Title: RICE HUSK ASH AS A PARTIAL REPLACEMENT FOR CEMENT IN CONCRETE
Author Name(s): Barnali Ghosh, Shilpa R
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 888-894
Year: May 2024
Downloads: 85
Availability of conventional materials for concrete is cause for concern worldwide. In recent years significant global initiatives to use both local and waste materials in concrete has taken place. One of these materials is rice husk, which when incinerated under regulated conditions and if finely pulverized may be utilized as a substitution for cement in concrete. In order to understand the impact of Rice Husk Ash (RHA) on the mechanical and durability characteristics of concrete when used as a partial cement replacement, a thorough assessment of the relevant literature on Rice Husk Ash (RHA) is conducted. Due to its significant pozzolanic qualities, RHA has the ability to replace cement upto 30% without affecting the structural integrity of concrete. The main objective of this study is to find the optimum percentage of replacement of Rice Husk Ash based on compressive strength and flexural strength of concrete. Thus, the use of RHA as a partial alternative to cement in concrete can offer additional environmental benefits, such resource saving and the management of agricultural waste, while simultaneously encouraging a circular economy in the construction sector.
Licence: creative commons attribution 4.0
Rice Husk Ash, Partial replacement, Optimum Percentage
Paper Title: EXPERIMENTAL INVESTIGATION ON COMPRESSIVE STRENGTH OF CONCRETE BY PARTIALLY REPLACING CEMENT BY GGBS AND RHA AND NATURAL SAND BY QUARRY DUST
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02133
Register Paper ID - 259924
Title: EXPERIMENTAL INVESTIGATION ON COMPRESSIVE STRENGTH OF CONCRETE BY PARTIALLY REPLACING CEMENT BY GGBS AND RHA AND NATURAL SAND BY QUARRY DUST
Author Name(s): Meghana K H, Kashinath B J
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 880-887
Year: May 2024
Downloads: 88
In this paper, concrete of grade M40 is studied by using Ground Granulated Blast furnace Slag (GGBS)(10%, 20%, 30% and 40%) and Rice Husk Ash (RHA) (5%, 7.5% and 10%) as partial replacement of cement and by using Quarry dust(0%, 15%, 30%, 45%, 60%, 75%, 90% and 100%) as partial replacement of sand. Compressive Strength properties are studied. Study is carried out in three phases and the optimum replacement level is found out.
Licence: creative commons attribution 4.0
GGBS, RHA, Quarry Dust, Compressive Strength
Paper Title: COMPARATIVE STUDY AND COST ANALYSIS ON CURING AGENTS FOR SELF CURING CONCRETE
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02132
Register Paper ID - 259923
Title: COMPARATIVE STUDY AND COST ANALYSIS ON CURING AGENTS FOR SELF CURING CONCRETE
Author Name(s): Tanu Shree, Narayanswamy KA
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 872-879
Year: May 2024
Downloads: 99
Curing of concrete is the process of maintaining satisfactory moisture content in concrete during its early stages to develop the desired properties. However good curing is not always practical in many cases the present study deals with the effect of polyethylene glycol (PEG)and poly-vinyl alcohol (PVA) on concrete and their contribution to strength which are carried out. The effect of admixtures in mechanical characteristic of concrete i.e., compressive strength, split tensile strength by varying the percentage of PVA and PEG-400 from 0% to 2.5% by weight of cement is studied for M30 grade of concrete and the optimum percentage of PEG and PVA in self-curing concrete with conventional concrete with water curing is compared. The optimum percentage with PEG is coated with PVA and strength analysis is done. Curing is one of the most important factors for achieving maximum desirable strength in concrete, concrete should be cured properly so that it is fully hydrated and loss of moisture inside the concrete should be reduced. Poly vinyl alcohol and polyethylene glycol-400 is locally available chemical which can be used as a self-curing agent in concrete so that moisture in the concrete can be maintained and concrete can be fully hydrated
Licence: creative commons attribution 4.0
Self-curing concrete, polyethylene glycol, poly-vinyl alcohol, M30 grade
Paper Title: PERFORMANCE COMPARISION OF TBC's & EBC's
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02131
Register Paper ID - 259921
Title: PERFORMANCE COMPARISION OF TBC'S & EBC'S
Author Name(s): Sreenivas S, Bharath L, Kishor N, Vinay Kumar G V, Srinivasa M, Madhu B R
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 860-871
Year: May 2024
Downloads: 86
This study presents a comprehensive comparison of thermal barrier coatings (TBCs) utilizing zirconia and environmental barrier coatings (EBCs) incorporating silicon carbide and aluminum oxide. Through rigorous experimental testing and computational analysis, key performance metrics including thermal insulation, erosion resistance, and durability are evaluated. The findings elucidate the distinctive strengths and weaknesses of each coating type, facilitating informed decision-making for optimal material selection in high-temperature applications
Licence: creative commons attribution 4.0
PERFORMANCE COMPARISION OF TBC's & EBC's
Paper Title: "POWER GENERATION THROUGH SPEED BREAKERS"
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02130
Register Paper ID - 259919
Title: "POWER GENERATION THROUGH SPEED BREAKERS"
Author Name(s): Dr Bharath L, Dr Suneelkumar N Kulkarni, Akshay SM, Gagan kumar singh VS, Praveen V Awale, Mell Jepson.
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 853-859
Year: May 2024
Downloads: 87
A significant amount of energy is wasted by vehicles when they pass over speed breakers due to friction. However, this energy can be used to generate electricity. In this project, we propose a smart speed breaker system that captures energy from vehicles and converts it into electrical power.
Licence: creative commons attribution 4.0
Paper Title: CONVERTING BICYCLE TO e-BIKE
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02129
Register Paper ID - 259918
Title: CONVERTING BICYCLE TO E-BIKE
Author Name(s): Dr Bharath L, Prof Anand Kulkarni, Aakash G Manohar, Likith V, Vivek Gowda, Vinay Kumar G
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 847-852
Year: May 2024
Downloads: 65
Transforming non-motorized vehicles into motorized alternatives presents a compelling avenue for modernizing traditional transportation modes while upholding sustainability. This study investigates the integration of electric propulsion systems into non-motorized vehicles to enhance their efficiency, range, and ease of use. By bridging the gap between conventional and modern transport systems, this study aims to offer eco-conscious solutions aligned with contemporary needs. Our primary objective is to demonstrate the feasibility and potential benefits of this conversion process, thereby unlocking new possibilities for personal and commercial transportation. This report details the methodology, technical aspects, challenges, and outcomes of the conversion process, aiming to contribute to the discourse on sustainable transportation solutions and inspire future developments in this transformative field.
Licence: creative commons attribution 4.0
Non-motorized, Technical aspects, e-Bike.
Paper Title: Fabrication of Enhancing Vehicle Safety with Power Window Mechanism
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02128
Register Paper ID - 259916
Title: FABRICATION OF ENHANCING VEHICLE SAFETY WITH POWER WINDOW MECHANISM
Author Name(s): Suhas U, Dr. Bharath L, Sajeed Hussain, K S MD Kaif, S R Vineeth
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 842-846
Year: May 2024
Downloads: 86
This paper discusses a new safety system for vehicles that integrates power window mechanisms with various sensors to enhance passenger safety in emergencies. The goal is to deploy the existing power window infrastructure to automate window operation in dangerous situations, facilitating a rapid and safe exit from the vehicle. The proposed system includes a control unit connected to multiple sensors, including tilt, water, air quality, fire, and gas sensors. These sensors monitor the vehicle's environment for signs of danger. The tilt sensor detects if the vehicle has rolled over or is at a severe angle, while the water sensor identifies submersion in water. The quality of the air sensor checks for harmful gases, and the fire and gas sensors alert to fire or high gas levels. If an emergency is detected, the control unit activates the electric window mechanism to open the windows, allowing passengers to exit safely. This system provides a cost-effective solution by utilizing existing power window technology, making it easier to implement in current vehicle designs. It adds an additional layer of safety, enabling quicker evacuation in emergencies. The integration of this system into vehicles can dramatically decreases the likelihood of accidents or other hazardous situations. In summary, this safety system utilizing power window mechanisms and various sensors shows great potential approach for improving vehicle safety. By leveraging existing technology, it offers a practical and efficient solution to enhance passenger safety in emergency scenarios.
Licence: creative commons attribution 4.0
Power Window Mechanism, Vehicle Safety, Emergency Sensors, Passenger Safety
Paper Title: EVALUATION OF MICROSTRUCTURE AND HARDNESS OF Al-Mg-Si ALLOY REINFORCED WITH SiCp
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02127
Register Paper ID - 259913
Title: EVALUATION OF MICROSTRUCTURE AND HARDNESS OF AL-MG-SI ALLOY REINFORCED WITH SICP
Author Name(s): Dr Bharath L, ProfManjuthan TV, Abel M, Hamid Raja Khan, Monica Fernandes D
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 835-841
Year: May 2024
Downloads: 102
In this paper, Al-Mg-Si alloy has been used as the matrix material to develop metal matrix composites with silicon carbide particle particulates as reinforcement material. The different mesh size of SiC particles was chosen by varying wt.% (1%, 3% and 5%) and preparation was done through the stir casting method. Microstructure evaluation has been done for the formed composite material. Taguchi's technique was used to find the optimization, Analysis of Variance (ANOVA) and mathematical model were generated through regression method to validate the experimental results obtained for hardness.
Licence: creative commons attribution 4.0
ANOVA, Hardness, Matrix, Composite
Paper Title: 3D PRINTING USING IOT
Publisher Journal Name: IJCRT
Published Paper ID: - IJCRTAB02126
Register Paper ID - 259910
Title: 3D PRINTING USING IOT
Author Name(s): Dr.Balaji K, Likith S, Ashis Kumar Sahoo, Kumar SG, Karthik N
Publisher Journal name: IJCRT
Volume: 12
Issue: 5
Pages: 830-834
Year: May 2024
Downloads: 83
An abstract of 3D printing could highlight its transformative impact on various industries and disciplines. It would likely mention its ability to fabricate intricate objects layer by layer from digital designs, offering unprecedented flexibility and customization. Additionally, the abstract might discuss the diverse range of materials used in 3D printing, from plastics and metals to biomaterials, enabling applications in fields such as aerospace, healthcare, automotive, and consumer goods. Furthermore, it might touch upon emerging trends such as large-scale construction and the integration of artificial intelligence to optimize printing processes. Overall, the abstract would emphasize 3D printing's potential to revolutionize manufacturing, design, and innovation across numerous sectors.
Licence: creative commons attribution 4.0
The International Journal of Creative Research Thoughts (IJCRT) aims to explore advances in research pertaining to applied, theoretical and experimental Technological studies. The goal is to promote scientific information interchange between researchers, developers, engineers, students, and practitioners working in and around the world.
Indexing In Google Scholar, ResearcherID Thomson Reuters, Mendeley : reference manager, Academia.edu, arXiv.org, Research Gate, CiteSeerX, DocStoc, ISSUU, Scribd, and many more International Journal of Creative Research Thoughts (IJCRT) ISSN: 2320-2882 | Impact Factor: 7.97 | 7.97 impact factor and ISSN Approved. Provide DOI and Hard copy of Certificate. Low Open Access Processing Charges. 1500 INR for Indian author & 55$ for foreign International author. Call For Paper (Volume 12 | Issue 7 | Month- July 2024)