Free vibration occurs when a mechanical system is displaced from its equilibrium position and then left to oscillate without any external forces. The system will vibrate at its natural frequencies and dampen over time. Forced vibration involves external periodic forces that drive the system at the same frequency as the forces. Damped vibration refers to a reduction in amplitude over each cycle that dissipates the system's energy through friction.
Ae6602 vibrations & elments of aeroelasticity 2 marksshanmuganathanm3
This document contains a question bank on vibrations and elements of aeroelasticity. It includes 22 multiple choice questions covering topics like definitions of vibration, classification of vibrations, causes and effects of vibration, free and forced vibration, damping, natural frequency, resonance, harmonic motion, and single degree of freedom systems. It also provides the answers to 2 mark questions on vibration of bars, simple harmonic motion, pendulums, and natural frequency. The question bank is intended for a course on vibrations and aeroelasticity.
The document discusses forced vibration in mechanical systems. It defines forced vibration as vibration under the influence of external forces. Periodic, harmonic forcing causes steady state vibration with constant amplitude. Common sources of periodic forcing include unbalanced rotating or reciprocating masses. The response of a system to periodic forcing contains components at both the forcing frequency and the natural frequency. Over time, the natural frequency response dies out, leaving only the steady state response at the forcing frequency.
This document discusses vibrations, including different types of vibratory motion such as free, forced, and damped vibrations. It also covers the natural frequency of different types of free vibrations including longitudinal, transverse, and torsional vibrations. Formulas are provided for calculating the natural frequency of vibrations based on properties like stiffness, mass, length, load type, and material properties. The concept of critical or whirling speed is introduced, which is the speed at which additional deflection of a rotating shaft from eccentric loads becomes infinite.
This document discusses vibrations in mechanical systems. It defines vibration as periodic oscillations about an equilibrium position caused by external forces interacting with a system's mass and elasticity. Vibrations are characterized by amplitude, frequency, and phase. Free vibrations occur when a displaced system is released and oscillates at its natural frequency due to restoring forces. Forced vibrations occur when an external periodic force is applied, causing steady oscillations at the forcing frequency. Self-excited vibrations are sustained by energy from an external source and occur at the system's natural frequency. Undamped free vibration of a basic mass-spring system is analyzed to derive the governing differential equation and its sinusoidal solution.
1. The document discusses the theory of vibrations as it relates to equipment foundation design. It covers topics such as simple harmonic motion, free and forced vibrations, damping, and single degree of freedom systems.
2. Foundations may experience static or dynamic loads from various sources like earthquakes, blasting, wind, and machinery which can cause the foundation and soil to vibrate.
3. Simple harmonic motion is the simplest form of periodic motion where the acceleration of a point is directly proportional to its displacement from a fixed reference point.
This document provides an overview of vibrations as a topic in mechanical engineering. It introduces key concepts like degrees of freedom, types of vibrations including free, forced and damped vibrations. Methods for analyzing natural frequencies of vibrations in beams and shafts are presented. The importance of studying vibrations to reduce machine failures and improve process efficiency is discussed. Objectives and outcomes of learning about vibrations are provided.
Ae6602 vibrations & elments of aeroelasticity 2 marksshanmuganathanm3
This document contains a question bank on vibrations and elements of aeroelasticity. It includes 22 multiple choice questions covering topics like definitions of vibration, classification of vibrations, causes and effects of vibration, free and forced vibration, damping, natural frequency, resonance, harmonic motion, and single degree of freedom systems. It also provides the answers to 2 mark questions on vibration of bars, simple harmonic motion, pendulums, and natural frequency. The question bank is intended for a course on vibrations and aeroelasticity.
The document discusses forced vibration in mechanical systems. It defines forced vibration as vibration under the influence of external forces. Periodic, harmonic forcing causes steady state vibration with constant amplitude. Common sources of periodic forcing include unbalanced rotating or reciprocating masses. The response of a system to periodic forcing contains components at both the forcing frequency and the natural frequency. Over time, the natural frequency response dies out, leaving only the steady state response at the forcing frequency.
This document discusses vibrations, including different types of vibratory motion such as free, forced, and damped vibrations. It also covers the natural frequency of different types of free vibrations including longitudinal, transverse, and torsional vibrations. Formulas are provided for calculating the natural frequency of vibrations based on properties like stiffness, mass, length, load type, and material properties. The concept of critical or whirling speed is introduced, which is the speed at which additional deflection of a rotating shaft from eccentric loads becomes infinite.
This document discusses vibrations in mechanical systems. It defines vibration as periodic oscillations about an equilibrium position caused by external forces interacting with a system's mass and elasticity. Vibrations are characterized by amplitude, frequency, and phase. Free vibrations occur when a displaced system is released and oscillates at its natural frequency due to restoring forces. Forced vibrations occur when an external periodic force is applied, causing steady oscillations at the forcing frequency. Self-excited vibrations are sustained by energy from an external source and occur at the system's natural frequency. Undamped free vibration of a basic mass-spring system is analyzed to derive the governing differential equation and its sinusoidal solution.
1. The document discusses the theory of vibrations as it relates to equipment foundation design. It covers topics such as simple harmonic motion, free and forced vibrations, damping, and single degree of freedom systems.
2. Foundations may experience static or dynamic loads from various sources like earthquakes, blasting, wind, and machinery which can cause the foundation and soil to vibrate.
3. Simple harmonic motion is the simplest form of periodic motion where the acceleration of a point is directly proportional to its displacement from a fixed reference point.
This document provides an overview of vibrations as a topic in mechanical engineering. It introduces key concepts like degrees of freedom, types of vibrations including free, forced and damped vibrations. Methods for analyzing natural frequencies of vibrations in beams and shafts are presented. The importance of studying vibrations to reduce machine failures and improve process efficiency is discussed. Objectives and outcomes of learning about vibrations are provided.
Chapter 1 introduction to mechanical vibrationBahr Alyafei
This document provides an introduction to mechanical vibration. It defines mechanical vibration as the oscillatory motion of dynamic systems and discusses how it relates to the forces acting on mechanical systems. Examples of different types of vibratory motions and vibration systems like axial, lateral, and torsional are presented. The key elements of vibratory systems like mass, springs, and dampers are described. The concepts of natural frequency, resonance, and damping are introduced. Causes of machine vibration like unbalance and misalignment are listed, as well as effects like damage, failure, and noise. Modeling vibratory systems using differential equations is discussed.
This document discusses mechanical vibrations and provides definitions and classifications of vibration terms. It covers the following key points in 3 sentences:
Mechanical vibrations involve the oscillatory motion of bodies and associated forces. All objects with mass and elasticity are capable of vibrating, and the design of engineering machines and structures must consider their oscillatory behavior. Harmonic motion is a specific type of periodic motion where the acceleration is proportional to the displacement from the equilibrium position.
1) Mechanical vibrations refer to the periodic back-and-forth motion of an object about its equilibrium position. Simple harmonic motion is the simplest form of periodic motion.
2) A vibrating system consists of three main elements: a mass that stores kinetic energy, a spring that stores potential energy, and a damper that dissipates energy. Vibrations can be classified as free, forced, or self-excited depending on external forces.
3) In natural or free vibrations, there are no external forces or friction acting on the system after it is displaced from its equilibrium position. The natural frequency of a vibrating system is determined by the square root of the ratio of the spring stiffness to
1. Vibration is defined as the periodic oscillation of a body or system about an equilibrium point due to elastic forces. There are two types of vibration: free vibration and forced vibration.
2. Free vibration occurs when a system vibrates on its own after an initial displacement, without any external forces. The system oscillates at its natural frequency. Forced vibration occurs when a periodic external force causes the system to vibrate at the frequency of the applied force.
3. D'Alembert's principle states that the inertia force on an oscillating body is equal and opposite to its acceleration. Applying this principle, the natural frequency of a spring-mass system can be derived as the square root of
This document discusses mechanical vibrations, which occur when a system oscillates around an equilibrium position. It provides definitions for key vibration terms like period, frequency, amplitude, damping, and forced versus free vibrations. As examples, it examines the simple harmonic motion of a mass attached to a spring, and the motion of a simple pendulum through both approximate and exact solutions.
This document discusses different types of vibrations including longitudinal, transverse, and torsional vibrations. It also discusses free, damped, and forced vibrations. Damping is caused by friction and dissipates the energy of a vibrating system. The type of vibration system depends on the damping factor. Undamped systems have a damping factor of 0, underdamped systems have a damping factor less than 1, critically damped systems have a damping factor of 1, and overdamped systems have a damping factor greater than 1. The amount of damping is important for determining the response of the vibrating system.
This document discusses free vibration in mechanical systems. It begins by defining free vibration as the motion of an elastic body after being displaced from its equilibrium position and released, without any external forces acting on it. The body undergoes oscillatory motion as the internal elastic forces cause it to return to the equilibrium position, overshoot, and repeat indefinitely.
It then covers key terms used to describe vibratory motion like period, cycle, and frequency. It describes the different types of vibratory motion including free/natural vibration, forced vibration, and damped vibration. Methods for calculating the natural frequency of longitudinal and transverse vibrations are presented, including the equilibrium method, energy method, and Rayleigh's method. Concepts of damping,
1. Vibration is a periodic motion where the motion repeats itself after an interval of time. Energy is converted between potential and kinetic forms during vibration.
2. Forced vibration occurs when an external force causes an object to vibrate, while free vibration happens when an object vibrates on its own accord after an initial disturbance.
3. Resonance is a phenomenon where the frequency of an external force matches the natural frequency of a vibrating system, causing the amplitude of vibrations to become very high.
This document summarizes key terms and concepts related to dynamics of machines including:
1. Basic terms like time period, frequency, angular frequency, and phase of vibration.
2. Classifications of vibration such as free vs forced, damped vs undamped, linear vs non-linear, and deterministic vs random vibration.
3. Components of vibrating systems including springs, masses, and dampers. Equations of motion and natural frequency are derived using various methods.
4. Types of damping and classifications of damped systems based on damping ratio are discussed.
The document discusses different types of damping in vibrating systems, including viscous, Coulomb, and critical damping. It provides equations to calculate damping coefficient, logarithmic decrement, damping ratio, natural frequency, and damped vibration frequency. Examples are given to show how to determine damping coefficient, critical damping coefficient, damping factor, logarithmic decrement, and ratio of damped to undamped frequencies based on given mass, spring constant, amplitude decay between cycles.
This document discusses free vibration in mechanical systems. It begins by defining vibratory motion as the oscillatory motion that occurs when an elastic body is displaced from its equilibrium position and released. Free or natural vibration occurs when no external forces act on the system after an initial displacement. Types of free vibration are defined based on the direction of particle motion, including longitudinal, transverse, and torsional. Methods for determining the natural frequency of free vibration, including equilibrium, energy, and Rayleigh's methods, are outlined. Damped vibration and concepts such as damping ratio and logarithmic decrement are also introduced. The document concludes by discussing free torsional vibrations in single, two, and three rotor systems.
Ch 01, Introduction to Mechanical Vibrations ppt.pdfAtalelewZeru
This document provides an introduction to mechanical vibration, including definitions, applications, causes, and importance. It discusses elementary parts of vibrating systems like springs, masses, and dampers. Vibration can be classified based on the excitation, such as free or forced vibration. Simple harmonic motion is described as the simplest form of periodic motion. The steps for analyzing vibration are defined as: 1) defining the problem, 2) physical modeling, 3) formulating governing equations, 4) mathematically solving the equations, and 5) physically interpreting the results.
presentation on free and forced vibrationRakshit vadi
This document discusses forced and free vibration. It defines free vibration as vibration of a system when external forces are removed, allowing it to vibrate on its own due to internal elastic forces. Forced vibration occurs when a periodic external force causes vibration, and the system vibrates at the frequency of the applied force rather than its natural frequency. Examples of each type are given. D'Alembert's principle and its application to deriving the natural frequency of vibration of a spring-mass system are also explained. Key equations for natural frequency, time period, and their relationships are provided.
This document discusses the theory of vibrations as it relates to foundations for vibrating equipment. It covers several key topics:
1. Displacement of foundations under vibratory loading can be classified as either cyclic displacement from the elastic response of the soil-foundation system, or permanent displacement from compaction of soil below the foundation.
2. Mathematical models can be developed to compute displacement by treating soil as a viscoelastic material. The soil can be modeled as an equivalent spring and dashpot supporting the foundation.
3. Free and forced vibrations of foundations are analyzed using spring-mass models. Expressions are developed for natural frequency, displacement, velocity, and acceleration of foundations under different conditions.
4
The document discusses Newton's applications and special theory of relativity. It covers topics like periodic motion, oscillation, restoring force, damping force, simple harmonic oscillations, examples of SHO like simple pendulum and loaded vertical spring. It also discusses damped harmonic oscillations including underdamped, overdamped and critically damped cases. Small oscillations in a bound system and molecular vibrations are also summarized.
The document contains a collection of multiple choice questions related to earthquake engineering and vibration analysis. Some key topics covered include:
1. Types of vibrations such as free vibration, forced vibration, and damped vibration.
2. Parameters used to describe vibrations like logarithmic decrement, damping factor, and natural frequency.
3. Analysis of single degree of freedom vibrating systems including equations of motion.
4. Concepts like critical damping, resonance, and stiffness calculations for different structural configurations like springs in series and parallel.
The document contains a collection of multiple choice questions related to earthquake engineering and vibration analysis. Some key topics covered include:
1. Types of vibrations such as free vibration, forced vibration, and damped vibration.
2. Parameters used to describe vibrations like logarithmic decrement, damping factor, and natural frequency.
3. Analysis of single degree of freedom vibrating systems including equations of motion.
4. Springs and their equivalent stiffness when connected in series or parallel.
Vibration refers to any motion that repeats itself periodically, such as a pendulum swinging back and forth or a plucked string oscillating. There are several types of vibration including free vibration where a system vibrates on its own after an initial disturbance, forced vibration where an external repeating force causes the vibration, and damped vibration where energy is lost during oscillations. Vibrations can also be classified as longitudinal, transverse, or torsional depending on the direction of motion of the vibrating particles. Proper vibration analysis is important for machine maintenance to identify faults and prevent damage.
The document discusses various topics related to vibration including:
1. Vibration is important to study due to issues it can cause like wear and tear of machine parts, but it also has useful purposes like in vibration testing equipment and conveyors.
2. Vibrations are classified as free or forced, linear or non-linear, damped or undamped, deterministic or random, and longitudinal, transverse, or torsional.
3. Harmonic motion is periodic motion where the motion repeats at equal time intervals and can be represented by sine and cosine functions.
This document discusses free vibration in mechanical systems. It defines free vibration as the vibrations of a system that is initially disturbed and then left to vibrate on its own without external forces. Key topics covered include degrees of freedom, natural frequency, types of damping, critical speeds of shafts, and causes of vibration such as unbalance and misalignment. Both undesirable effects and potential useful applications of vibrations are mentioned.
Chapter 1 introduction to mechanical vibrationBahr Alyafei
This document provides an introduction to mechanical vibration. It defines mechanical vibration as the oscillatory motion of dynamic systems and discusses how it relates to the forces acting on mechanical systems. Examples of different types of vibratory motions and vibration systems like axial, lateral, and torsional are presented. The key elements of vibratory systems like mass, springs, and dampers are described. The concepts of natural frequency, resonance, and damping are introduced. Causes of machine vibration like unbalance and misalignment are listed, as well as effects like damage, failure, and noise. Modeling vibratory systems using differential equations is discussed.
This document discusses mechanical vibrations and provides definitions and classifications of vibration terms. It covers the following key points in 3 sentences:
Mechanical vibrations involve the oscillatory motion of bodies and associated forces. All objects with mass and elasticity are capable of vibrating, and the design of engineering machines and structures must consider their oscillatory behavior. Harmonic motion is a specific type of periodic motion where the acceleration is proportional to the displacement from the equilibrium position.
1) Mechanical vibrations refer to the periodic back-and-forth motion of an object about its equilibrium position. Simple harmonic motion is the simplest form of periodic motion.
2) A vibrating system consists of three main elements: a mass that stores kinetic energy, a spring that stores potential energy, and a damper that dissipates energy. Vibrations can be classified as free, forced, or self-excited depending on external forces.
3) In natural or free vibrations, there are no external forces or friction acting on the system after it is displaced from its equilibrium position. The natural frequency of a vibrating system is determined by the square root of the ratio of the spring stiffness to
1. Vibration is defined as the periodic oscillation of a body or system about an equilibrium point due to elastic forces. There are two types of vibration: free vibration and forced vibration.
2. Free vibration occurs when a system vibrates on its own after an initial displacement, without any external forces. The system oscillates at its natural frequency. Forced vibration occurs when a periodic external force causes the system to vibrate at the frequency of the applied force.
3. D'Alembert's principle states that the inertia force on an oscillating body is equal and opposite to its acceleration. Applying this principle, the natural frequency of a spring-mass system can be derived as the square root of
This document discusses mechanical vibrations, which occur when a system oscillates around an equilibrium position. It provides definitions for key vibration terms like period, frequency, amplitude, damping, and forced versus free vibrations. As examples, it examines the simple harmonic motion of a mass attached to a spring, and the motion of a simple pendulum through both approximate and exact solutions.
This document discusses different types of vibrations including longitudinal, transverse, and torsional vibrations. It also discusses free, damped, and forced vibrations. Damping is caused by friction and dissipates the energy of a vibrating system. The type of vibration system depends on the damping factor. Undamped systems have a damping factor of 0, underdamped systems have a damping factor less than 1, critically damped systems have a damping factor of 1, and overdamped systems have a damping factor greater than 1. The amount of damping is important for determining the response of the vibrating system.
This document discusses free vibration in mechanical systems. It begins by defining free vibration as the motion of an elastic body after being displaced from its equilibrium position and released, without any external forces acting on it. The body undergoes oscillatory motion as the internal elastic forces cause it to return to the equilibrium position, overshoot, and repeat indefinitely.
It then covers key terms used to describe vibratory motion like period, cycle, and frequency. It describes the different types of vibratory motion including free/natural vibration, forced vibration, and damped vibration. Methods for calculating the natural frequency of longitudinal and transverse vibrations are presented, including the equilibrium method, energy method, and Rayleigh's method. Concepts of damping,
1. Vibration is a periodic motion where the motion repeats itself after an interval of time. Energy is converted between potential and kinetic forms during vibration.
2. Forced vibration occurs when an external force causes an object to vibrate, while free vibration happens when an object vibrates on its own accord after an initial disturbance.
3. Resonance is a phenomenon where the frequency of an external force matches the natural frequency of a vibrating system, causing the amplitude of vibrations to become very high.
This document summarizes key terms and concepts related to dynamics of machines including:
1. Basic terms like time period, frequency, angular frequency, and phase of vibration.
2. Classifications of vibration such as free vs forced, damped vs undamped, linear vs non-linear, and deterministic vs random vibration.
3. Components of vibrating systems including springs, masses, and dampers. Equations of motion and natural frequency are derived using various methods.
4. Types of damping and classifications of damped systems based on damping ratio are discussed.
The document discusses different types of damping in vibrating systems, including viscous, Coulomb, and critical damping. It provides equations to calculate damping coefficient, logarithmic decrement, damping ratio, natural frequency, and damped vibration frequency. Examples are given to show how to determine damping coefficient, critical damping coefficient, damping factor, logarithmic decrement, and ratio of damped to undamped frequencies based on given mass, spring constant, amplitude decay between cycles.
This document discusses free vibration in mechanical systems. It begins by defining vibratory motion as the oscillatory motion that occurs when an elastic body is displaced from its equilibrium position and released. Free or natural vibration occurs when no external forces act on the system after an initial displacement. Types of free vibration are defined based on the direction of particle motion, including longitudinal, transverse, and torsional. Methods for determining the natural frequency of free vibration, including equilibrium, energy, and Rayleigh's methods, are outlined. Damped vibration and concepts such as damping ratio and logarithmic decrement are also introduced. The document concludes by discussing free torsional vibrations in single, two, and three rotor systems.
Ch 01, Introduction to Mechanical Vibrations ppt.pdfAtalelewZeru
This document provides an introduction to mechanical vibration, including definitions, applications, causes, and importance. It discusses elementary parts of vibrating systems like springs, masses, and dampers. Vibration can be classified based on the excitation, such as free or forced vibration. Simple harmonic motion is described as the simplest form of periodic motion. The steps for analyzing vibration are defined as: 1) defining the problem, 2) physical modeling, 3) formulating governing equations, 4) mathematically solving the equations, and 5) physically interpreting the results.
presentation on free and forced vibrationRakshit vadi
This document discusses forced and free vibration. It defines free vibration as vibration of a system when external forces are removed, allowing it to vibrate on its own due to internal elastic forces. Forced vibration occurs when a periodic external force causes vibration, and the system vibrates at the frequency of the applied force rather than its natural frequency. Examples of each type are given. D'Alembert's principle and its application to deriving the natural frequency of vibration of a spring-mass system are also explained. Key equations for natural frequency, time period, and their relationships are provided.
This document discusses the theory of vibrations as it relates to foundations for vibrating equipment. It covers several key topics:
1. Displacement of foundations under vibratory loading can be classified as either cyclic displacement from the elastic response of the soil-foundation system, or permanent displacement from compaction of soil below the foundation.
2. Mathematical models can be developed to compute displacement by treating soil as a viscoelastic material. The soil can be modeled as an equivalent spring and dashpot supporting the foundation.
3. Free and forced vibrations of foundations are analyzed using spring-mass models. Expressions are developed for natural frequency, displacement, velocity, and acceleration of foundations under different conditions.
4
The document discusses Newton's applications and special theory of relativity. It covers topics like periodic motion, oscillation, restoring force, damping force, simple harmonic oscillations, examples of SHO like simple pendulum and loaded vertical spring. It also discusses damped harmonic oscillations including underdamped, overdamped and critically damped cases. Small oscillations in a bound system and molecular vibrations are also summarized.
The document contains a collection of multiple choice questions related to earthquake engineering and vibration analysis. Some key topics covered include:
1. Types of vibrations such as free vibration, forced vibration, and damped vibration.
2. Parameters used to describe vibrations like logarithmic decrement, damping factor, and natural frequency.
3. Analysis of single degree of freedom vibrating systems including equations of motion.
4. Concepts like critical damping, resonance, and stiffness calculations for different structural configurations like springs in series and parallel.
The document contains a collection of multiple choice questions related to earthquake engineering and vibration analysis. Some key topics covered include:
1. Types of vibrations such as free vibration, forced vibration, and damped vibration.
2. Parameters used to describe vibrations like logarithmic decrement, damping factor, and natural frequency.
3. Analysis of single degree of freedom vibrating systems including equations of motion.
4. Springs and their equivalent stiffness when connected in series or parallel.
Vibration refers to any motion that repeats itself periodically, such as a pendulum swinging back and forth or a plucked string oscillating. There are several types of vibration including free vibration where a system vibrates on its own after an initial disturbance, forced vibration where an external repeating force causes the vibration, and damped vibration where energy is lost during oscillations. Vibrations can also be classified as longitudinal, transverse, or torsional depending on the direction of motion of the vibrating particles. Proper vibration analysis is important for machine maintenance to identify faults and prevent damage.
The document discusses various topics related to vibration including:
1. Vibration is important to study due to issues it can cause like wear and tear of machine parts, but it also has useful purposes like in vibration testing equipment and conveyors.
2. Vibrations are classified as free or forced, linear or non-linear, damped or undamped, deterministic or random, and longitudinal, transverse, or torsional.
3. Harmonic motion is periodic motion where the motion repeats at equal time intervals and can be represented by sine and cosine functions.
This document discusses free vibration in mechanical systems. It defines free vibration as the vibrations of a system that is initially disturbed and then left to vibrate on its own without external forces. Key topics covered include degrees of freedom, natural frequency, types of damping, critical speeds of shafts, and causes of vibration such as unbalance and misalignment. Both undesirable effects and potential useful applications of vibrations are mentioned.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...IJECEIAES
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
Literature Review Basics and Understanding Reference Management.pptxDr Ramhari Poudyal
Three-day training on academic research focuses on analytical tools at United Technical College, supported by the University Grant Commission, Nepal. 24-26 May 2024
DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELgerogepatton
As digital technology becomes more deeply embedded in power systems, protecting the communication
networks of Smart Grids (SG) has emerged as a critical concern. Distributed Network Protocol 3 (DNP3)
represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
of the interconnection of these networks, which makes them vulnerable to a variety of cyberattacks. To
solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
Embedded machine learning-based road conditions and driving behavior monitoringIJECEIAES
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
ACEP Magazine edition 4th launched on 05.06.2024Rahul
This document provides information about the third edition of the magazine "Sthapatya" published by the Association of Civil Engineers (Practicing) Aurangabad. It includes messages from current and past presidents of ACEP, memories and photos from past ACEP events, information on life time achievement awards given by ACEP, and a technical article on concrete maintenance, repairs and strengthening. The document highlights activities of ACEP and provides a technical educational article for members.
Batteries -Introduction – Types of Batteries – discharging and charging of battery - characteristics of battery –battery rating- various tests on battery- – Primary battery: silver button cell- Secondary battery :Ni-Cd battery-modern battery: lithium ion battery-maintenance of batteries-choices of batteries for electric vehicle applications.
Fuel Cells: Introduction- importance and classification of fuel cells - description, principle, components, applications of fuel cells: H2-O2 fuel cell, alkaline fuel cell, molten carbonate fuel cell and direct methanol fuel cells.
Introduction- e - waste – definition - sources of e-waste– hazardous substances in e-waste - effects of e-waste on environment and human health- need for e-waste management– e-waste handling rules - waste minimization techniques for managing e-waste – recycling of e-waste - disposal treatment methods of e- waste – mechanism of extraction of precious metal from leaching solution-global Scenario of E-waste – E-waste in India- case studies.
Presentation of IEEE Slovenia CIS (Computational Intelligence Society) Chapte...University of Maribor
Slides from talk presenting:
Aleš Zamuda: Presentation of IEEE Slovenia CIS (Computational Intelligence Society) Chapter and Networking.
Presentation at IcETRAN 2024 session:
"Inter-Society Networking Panel GRSS/MTT-S/CIS
Panel Session: Promoting Connection and Cooperation"
IEEE Slovenia GRSS
IEEE Serbia and Montenegro MTT-S
IEEE Slovenia CIS
11TH INTERNATIONAL CONFERENCE ON ELECTRICAL, ELECTRONIC AND COMPUTING ENGINEERING
3-6 June 2024, Niš, Serbia
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
Comparative analysis between traditional aquaponics and reconstructed aquapon...bijceesjournal
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...IJECEIAES
Climate change's impact on the planet forced the United Nations and governments to promote green energies and electric transportation. The deployments of photovoltaic (PV) and electric vehicle (EV) systems gained stronger momentum due to their numerous advantages over fossil fuel types. The advantages go beyond sustainability to reach financial support and stability. The work in this paper introduces the hybrid system between PV and EV to support industrial and commercial plants. This paper covers the theoretical framework of the proposed hybrid system including the required equation to complete the cost analysis when PV and EV are present. In addition, the proposed design diagram which sets the priorities and requirements of the system is presented. The proposed approach allows setup to advance their power stability, especially during power outages. The presented information supports researchers and plant owners to complete the necessary analysis while promoting the deployment of clean energy. The result of a case study that represents a dairy milk farmer supports the theoretical works and highlights its advanced benefits to existing plants. The short return on investment of the proposed approach supports the paper's novelty approach for the sustainable electrical system. In addition, the proposed system allows for an isolated power setup without the need for a transmission line which enhances the safety of the electrical network
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
vibrations L1.pptx
1.
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4. Free vibration:
When no external force acts on the body, after giving it an initial displacement, then
the body is said to be under free or natural vibrations.
The frequency of the free vibration is called natural frequency.
The following three types of free vibrations are important from the subject point of
view :
1. Longitudinal vibrations,
2. Transverse vibrations, and
3. Torsional vibrations.
5.
6. Forced vibration:
When the body vibrates under the influence of external force, then the body is said
to be under forced vibrations.
The external force applied to the body is a periodic disturbing force created by
unbalance.
The vibrations have the same frequency as the applied force.
When the frequency of the external force is same as that of the natural vibrations,
resonance takes place.
Resonance occurs when the frequency of the external force coincides with one of the
natural frequencies of the system
7. Damped vibration:
When there is a reduction in amplitude over every cycle of vibration,
the motion is said to be damped vibration.
This is due to the fact that a certain amount of energy possessed by
the vibration system is always dissipated in overcoming frictional
resistances to the motion.
Linear Vibration:
When all basic components of a vibratory system, i.e. the spring, the
mass and the damper behave linearly
Nonlinear Vibration:
If any of the components behave nonlinearly
8. 3. BASIC TERMS:
Oscillatory motion: repeats itself regularly.
Cycle: It is the motion completed during one time
period.
Periodic motion: This motion repeats at equal interval
of time T
Period : the time taken for one repetition.
Period of vibration or time period. It is the time
interval after which the motion is repeated itself. The
period of vibration is usually expressed in seconds
11. Degree of freedom:
The minimum number of independent co-ordinates required to define
completely the position of all parts of the system at any instance of time.
How many mass or masses will be there in a system.
Single degree-of-freedom systems:
The number of degree of freedom of a mechanical system is equal to
the minimum number of independent co-ordinates required to define
completely the positions of all parts of the system at any instance of
time.
Torsional system
12.
13. Multi-degree of freedom:
Infinite number of degrees of freedom system For which 2 or 3 co-
ordinates are required to define completely the position of the system
at any instance of time.
14. 4. COMPONENTS OF MECHANICAL VIBRATING SYSTEMS:
Mass Element:
The mass provides inertia force to the system, spring provides the
restoring force and the damper provides the resistance.
Spring Elements:
Linear spring is a type of mechanical link that is generally assumed to have
negligible mass and damping.
15.
16. Springs in series – if we have n spring constants k1, k2, …, kn in
series, then the equivalent spring constant keq is:
17. Damping elements:
The process of energy dissipation is referred to in the study
of vibration as damping.
A damper is considered to have neither mass nor elasticity.
The three main forms of damping are viscous damping,
Coulomb or dry-friction damping, and hysteresis damping.
The most common type of energy-dissipating element used
in vibrations study is the viscous damper, which is also
referred to as a dashpot.
In viscous damping, the damping force is proportional to
the velocity of the body. Coulomb or dry-friction damping
occurs when sliding contact that exists between surfaces in
contact are dry or have insufficient lubrication. In this case,
the damping force is constant in magnitude but opposite in
direction to that of the motion. In dry-friction damping
energy is dissipated as heat.
20. In the equilibrium position, the gravitational pull W = m.g, is balanced by a
force of spring, such that W = s. δ .Since the mass is now displaced from its
equilibrium position by a distance x, and is then released, therefore after time t,
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35. Damping Factor or Damping Ratio
The ratio of the actual damping coefficient (c) to the critical damping
coefficient (Cc) is known as damping factor or damping ratio. Mathematically
Logarithmic Decrement
It is defined as the natural logarithm of the amplitude reduction factor. The
amplitude reduction factor is the ratio of any two successive amplitudes on the
same side of the mean position. If x1 and x2 are successive values of the
amplitude on the same side of the mean position, as shown in Fig. 23.18, then
amplitude reduction factor,
36. where tp is the period of forced oscillation or the time difference between two
consecutive amplitudes. As per definition, logarithmic decrement
38. c. Forced damped vibration system: (Frequency of Under
Damped Forced Vibrations)
39.
40.
41. Consider a system consisting of spring, mass and damper as shown in Fig.
23.19. Let the system is acted upon by an external periodic (i.e. simple
harmonic) disturbing force,
F = Static force, and
When the system is constrained to move in vertical guides, it has only one
degree of freedom. Let at sometime t, the mass is displaced downwards through
a distance x from its mean position.
42. the equation of motion may be written as
The displacement x, at any time t, is given by the particular integral x2 only
X2=
Maximum displacement or the amplitude of forced vibration,
43. where xo is the deflection of the system under the static force F
59. Derive the expression for the natural frequency of free transverse
or longitudinal vibrations by using any two methods.
60.
61.
62.
63.
64.
65.
66. Step 3
General expression for Static deflection δ [for simply supported beam]
due to weight W is given by
67. Determine the static deflection due load W1 and W2. (Both 50 kg located
at different places as specified in the questions) using
Note: The value of a and b changes for both δ1 and δ2 as per the position given in
questions
Step 4
General expression for Static deflection δ [for simply supported beam] due to self
weight (uniformly distributed load)
68.
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70.
71. Determine Static deflection δ with point load at middle [consider as fixed at
both ends – for long bearings]
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81.
82. m2 ; and pump impeller = 40kg-m2 . Find the natural frequencies of torsional
oscillations. Take C = 84 GN/m2 .
127. force transmitted to the foundation at 1000 rpm; (ii)The force transmitted to the
foundation at resonance; (iii) The amplitude of the forced vibration of the machine
at resonance.
128.
129.
130. Step 4 The maximum unbalance force due to reciprocating parts is given by
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132.
133.
134.
135.
136. Since FT is given in the question, determine s from the above expression
Step 3
Determine the Maximum Amplitude of vibration using
137.
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142.
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145.
146. Vibration Isolation and Transmissibility
A little consideration will show that when an unbalanced machine is
installed on the foundation, it produces vibration in the foundation. In
order to prevent these vibrations or to minimise the transmission of forces
to the foundation, the machines are mounted on springs and dampers or
on some vibration isolating material, as shown in Fig. 23.22. The
arrangement is assumed to have one degree of freedom, i.e. it can move
up and down only. It may be noted that when a periodic (i.e. simple
harmonic) disturbing force F cos ωt is applied to a machine.
147. of mass m supported by a spring of stiffness s, then the force is transmitted by
means of the spring and the damper or dashpot to the fixed support or foundation.
The ratio of the force transmitted (FT) to the force applied (F) is known as the
isolation factor or transmissibility ratio of the spring support. We have discussed
above that the force transmitted to the foundation consists of the following two
forces :
Since these two forces are perpendicular to one another, as
shown in Fig.23.23, therefore the force transmitted,
151. This shows that the force transmitted through
elastic support is less than the applied force.
We
152.
153. (1) Introduction: When a system is subjected to an initial disturbance and then
left free to vibrate on its own, the resulting vibrations are referred to as free
vibrations .
(2) Free vibration occurs when a mechanical system is set off with an initial input
and then allowed to vibrate freely.
(3) Examples of this type of vibration are pulling a swing and then letting go or
hitting a tuning fork and letting it ring. The mechanical system will then
vibrate at one or more of its "natural frequencies" and damp down to zero.
154. (2) Basic elements of vibration system: Mass or Inertia
Springiness or Restoring element
Dissipative element (often called damper) External excitation
(3) Causes of vibration:
Unbalance: This is basically in reference to the rotating bodies. The uneven
distribution of mass in a rotating body contributes to the unbalance. A good
example of unbalance related vibration would be the ―vibrating alert‖ in our
mobile phones. Here a small amount of unbalanced weight is rotated by a
motor causing the vibration which makes the mobile phone to vibrate. You
would have experienced the same sort of vibration occurring in your front
loaded washing machines that tend to vibrate during the ―spinning‖ mode.
Misalignment: This is an other major cause of vibration particularly in
machines that are driven by motors or any other prime movers.
Bent Shaft: A rotating shaft that is bent also produces the the vibrating effect
since it losses it rotation capability about its center.
155. Gears in the machine: The gears in the machine always tend to produce vibration,
mainly due to their meshing. Though this may be controlled to some extent, any
problem in the gearbox tends to get enhanced with ease.
Bearings: Last but not the least, here is a major contributor for vibration. In
majority of the cases every initial problem starts in the bearings and propagates to
the rest of the members of the machine. A bearing devoid of lubrication tends to
wear out fast and fails quickly, but before this is noticed it damages the remaining
components in the machine and an initial look would seem as if something had
gone wrong with the other components leading to the bearing failure.
156. (4) Effects of vibration:
(a)Bad Effects: The presence of vibration in any mechanical system
produces unwanted noise, high stresses, poor reliability, wear and
premature failure of parts. Vibrations are a great source of human
discomfort in the form of physical and mental strains.
(b)Good Effects: A vibration does useful work in musical instruments,
vibrating screens, shakers, relive pain in physiotherapy.
(5) Methods of reduction of vibration:
-unbalance is its main cause, so balancing of parts is
necessary.
-using shock absorbers.
-using dynamic vibration absorbers.
-providing the screens (if noise is to be reduced)
157. Terms used vibratory motion: (a)Time period (or)period of vibration: It is
the time taken by a vibrating body to repeat the motion itself. time period
is usually expressed in seconds.
(b) Cycle: It is the motion completed in one time period.
(c) Periodic motion: A motion which repeats itself after equal interval of
time.
(d)Amplitude (X) The maximum displacement of a vibrating body from the
mean position. it is usually expressed in millimetre.
(e) Frequency
(f) The number of cycles completed in one second is called frequency