Elastic Strain Energy due to Gradual Loading.
Elastic Strain Energy due to Sudden Loading.
Elastic Strain energy due to impact loading.
Elastic Strain Energy due to Principal Stresses.
Energy of Dilation And Distortion.
The document discusses the design of connecting rods for internal combustion engines. It describes the functions of connecting rods as transmitting force between the piston and crankshaft. The dimensions and material selection of connecting rods are important considerations. Connecting rods must be strong enough to withstand buckling forces while also being as lightweight as possible. The document provides steps for calculating the cross-sectional dimensions, sizes of bearings, bolts, and other components of connecting rods based on engine specifications and safety factors.
The document discusses various theories of material failure including maximum principal stress, maximum shear stress, maximum principal strain, maximum strain energy density, and maximum distortion energy density. It provides brief explanations of each theory, noting that maximum principal stress is good for brittle materials, maximum shear stress and maximum distortion energy density are good for ductile materials, and recommends the maximum distortion energy density theory.
This document discusses two degree of freedom systems and provides equations of motion for a two degree of freedom spring-mass system with damping. It presents the matrix form of the equations of motion and defines the mass, damping and stiffness matrices. It then analyzes the free vibration of an undamped two degree of freedom system, determining the natural frequencies and normal modes of vibration. The normal modes allow expressing the motion as a superposition of the individual mode shapes.
This document discusses the design of helical springs against static loading. It defines what a helical spring is and its functions of storing and releasing energy and absorbing shock. The key design considerations for helical springs are described such as required space, forces, tolerances, costs and environment. Formulas are provided for calculating stresses in the spring from torsional and direct shear forces. Common spring materials and effects of end treatment are also summarized. Buckling is discussed and the formula provided. Parameters calculated by the design module are outlined such as spring dimensions, load rating and stresses. Spring testing machines are also briefly mentioned.
1) The document discusses the design of shafts subjected to different loading conditions including bending, torsion, combined bending and torsion, fluctuating loads, and axial loads.
2) Formulas are provided to calculate the equivalent bending moment and equivalent twisting moment for shafts under various loading conditions.
3) Examples are presented to demonstrate how to use the formulas and determine the necessary shaft diameter based on allowable stresses.
The document discusses turning moment diagrams, flywheels, and punching presses. It defines a turning moment diagram as a graphical representation of torque over crank angle. Flywheels store rotational energy and supply it when needed, such as in internal combustion engines. The coefficient of fluctuation describes energy fluctuations in a turning moment diagram. Flywheel design considerations include radius, thickness, speed, and stress. Punching presses use flywheels to supply energy for punching holes; the required energy depends on hole size, material thickness, and properties.
This document provides an overview of machine design concepts including the basic design process, factors to consider in design, and design of simple machine elements. It discusses the definition of machine design as using scientific principles and imagination to design machines to perform functions efficiently. The basic design process involves understanding requirements, analyzing loads, selecting materials, choosing dimensions, and specifying tolerances. Simple elements discussed include cotter joints, knuckle joints, levers, and components under eccentric loading. Design of these elements involves calculating stresses and selecting dimensions to prevent failure under various loading conditions like tension, shear, bending, and crushing. Standards and preferred sizes are also important considerations in efficient machine design.
Springs - DESIGN OF MACHINE ELEMENTS-IIDr. L K Bhagi
Introduction to springs, Types and terminology of springs, Stress and deflection equations, Series and parallel connection, Design of helical springs, Design against fluctuating load, Concentric springs, Helical torsion springs, Spiral springs, Multi-leaf springs, Optimum design of helical spring
This document discusses various types of machine balancing. It begins by defining static and dynamic balancing. Static balancing deals with balancing forces when a machine is at rest, while dynamic balancing deals with balancing forces during motion. It then discusses balancing of single and multiple rotating masses, as well as reciprocating masses. Methods for analytically and graphically balancing multiple masses are provided. The document also covers balancing of engines with different cylinder configurations, including inline, V-shaped, radial, and locomotive engines. Partial balancing techniques are discussed for reducing unbalanced forces in locomotives.
This document summarizes two types of brakes: simple band brakes and band and block brakes. For simple band brakes, it provides equations for calculating operating force based on parameters like tangential force, radius, and friction. Band and block brakes add wooden or other material blocks that further increase friction between the drum and brake. The document includes an example calculation for each brake type.
This document provides unit-wise assignment questions for the subject Mechanics of Materials compiled by Hareesha N G, an assistant professor at Dayananda Sagar College of Engineering. It includes questions covering topics in three units: simple stress and strain, stress in composite sections, and compound stresses. The questions are intended to help students learn and practice key concepts in mechanics of materials through problem solving. There are a total of 10 questions listed for each unit, addressing topics such as stress-strain behavior, thermal stresses, principal stresses, and Mohr's circle analysis. The document aims to equip students with practice questions to solidify their understanding of mechanics of materials.
single degree of freedom systems forced vibrations KESHAV
SDOF, Forced vibration
includes following content
Forced vibrations of longitudinal and torsional systems,
Frequency Response to harmonic excitation,
excitation due to rotating and reciprocating unbalance,
base excitation, magnification factor,
Force and Motion transmissibility,
Quality Factor.
Half power bandwidth method,
Critical speed of shaft having single rotor of undamped systems.
This document discusses the cam jump phenomenon in cam and follower mechanisms. It defines cam jump as occurring under high speeds when the unbalanced forces during negative acceleration exceed the spring force, causing the cam and follower to separate. It presents the equations of motion for a follower under the forces of inertia, spring, and cam. It identifies the critical speed as when the force on the follower is zero, indicating no contact. Above this speed, hammering noises occur due to cam jump. The document recommends increasing preload and spring stiffness to avoid cam jump to some extent.
The document discusses the design of flywheels. Flywheels store kinetic energy and are used to reduce power fluctuations in engines and machines. They have a heavy rotating rim connected to a central hub by several arms. Flywheels can be made of cast iron due to its ability to absorb vibrations. The stresses in flywheels include tensile stresses from centrifugal force and bending stresses from the arms resisting torque fluctuations. Proper design of the rim, arms, and materials is needed to ensure flywheels withstand the stresses during high-speed rotation.
1. There are five main theories of failure used to predict failure of machine components under multi-axial stresses: Rankine, Tresca, Saint Venant, Haigh, and Hencky-Von Mises.
2. Theories of failure are required because material strengths are determined from uni-axial tests, while actual components experience multi-axial stresses, and the theories relate uni-axial strengths to multi-axial stresses.
3. Rankine's theory applies to brittle materials and ductile materials under uniaxial or similar biaxial stresses, while Tresca's theory applies to ductile materials prone to shear failure.
The document discusses various theories of failure that are used to determine the safe dimensions of components under combined loading conditions. It describes five theories: (1) Maximum principal stress theory, (2) Maximum principal strain theory, (3) Maximum strain energy theory, (4) Maximum distortion energy theory, and (5) Maximum shear stress theory. The maximum distortion energy theory provides the safest design for ductile materials as it results in the largest allowable stresses before failure compared to the other theories. The document also compares the various theories and discusses when each is best applied depending on the material type and stress conditions.
- The document discusses different types of springs including helical compression springs, helical extension springs, helical torsion springs, and multileaf springs.
- It describes the functions and applications of springs which include absorbing shocks and vibrations, storing energy, and measuring forces.
- Key terms related to helical spring design are defined such as wire diameter, mean coil diameter, spring index, solid length, compressed length, free length, and pitch. Stress and deflection equations for helical spring design are also presented.
6 shaft shafts subjected to fluctuating loadsDr.R. SELVAM
Shafts are often subjected to fluctuating loads in practice rather than constant loads. To design shafts like line shafts and counter shafts that experience fluctuating torque and bending moments, combined shock and fatigue factors must be accounted for in calculating the twisting moment and bending moment. These equivalent moments are calculated using combined shock and fatigue factors for bending (Km) and torsion (Kt), with recommended values for Km and Kt provided in a table.
Unit 6- spur gears, Kinematics of machines of VTU Syllabus prepared by Hareesha N Gowda, Asst. Prof, Dayananda Sagar College of Engg, Blore. Please write to hareeshang@gmail.com for suggestions and criticisms.
The document discusses stress concentration in machine components. It defines stress concentration as irregularities in stress distribution caused by abrupt changes in cross-sectional shape, such as holes, notches, fillets, or surface roughness. Theoretical stress concentration factor is the ratio of maximum stress at a notch or fillet to nominal stress based on net area. Stress concentration is more serious for cyclic loading in ductile materials and for static loading in brittle materials. Stress concentration can be reduced by providing fillets at changes in cross-section, making holes and notches larger with shallower radii, and improving surface finish.
This document discusses stress and strain concepts including:
1. Definitions of normal stress, normal strain, Poisson's ratio, shear stress, and shear strain. It also discusses tensile testing and stress-strain curves.
2. Stress-strain curves are shown for ductile and brittle materials. An example curve for low-carbon steel is described.
3. True stress and true strain are defined based on instantaneous cross-sectional area and gage length. Different regions of stress-strain curves are identified.
- Stress is defined as force per unit area and can be divided into normal and shear components at a point. Stress around a point in 3D forms a stress ellipsoid with three orthogonal principal stress directions.
- Strain is the change in size and shape of a body due to applied stresses. It includes extension, shear and changes to the ellipsoid shape defined by finite stretches.
- The relationship between stress and strain is evaluated through rock deformation experiments using triaxial apparatus to measure shortening, strain rates, and ductility. The results relate to the rheology and deformation mechanisms in rocks.
The document discusses the transformation of stress and strain under rotations of the coordinate axes. It introduces plane stress and strain states, and how the stress and strain components are transformed for different axis orientations. It describes Mohr's circle for representing the transformations graphically, and covers applications to analyzing stresses in thin-walled pressure vessels.
Lecture 3 mohr’s circle and theory of failure Deepak Agarwal
The document covers Mohr's stress circle, which is a graphical method to determine normal and tangential stresses on an oblique plane for a material subjected to principal stresses and shear stresses. It also discusses different failure theories, including maximum principal stress, maximum principal strain, maximum shear stress, maximum strain energy, and maximum shear strain energy theories. The different theories predict failure based on the maximum values of stresses, strains, or strain energies for brittle versus ductile materials.
The document discusses various topics related to stress and strain including: principal stresses and strains, Mohr's stress circle theory of failure, 3D stress and strain, equilibrium equations, and impact loading. It provides examples of stresses acting in different planes including normal, shear, oblique, and principal planes. It also gives examples of calculating normal and tangential stresses on an oblique plane subjected to stresses in one, two, or multiple directions with and without shear stresses.
This document contains a summary of key concepts related to stress and strain. It discusses different types of stresses like tensile stress, compressive stress, and shear stress. It also discusses different types of strains like tensile strain, compressive strain, and shear strain. Other important concepts covered include Hooke's law, true stress-strain curve, elastic constants like Young's modulus, shear modulus, Poisson's ratio, volumetric strain, and elongation of materials. The document provides definitions and formulas for calculating various stresses, strains, and material properties. It also includes examples to demonstrate calculations.
Characterisation of salmonella abortusequi strains harbouring defined mutatio...Bhoj Raj Singh
This document describes research characterizing Salmonella Abortusequi strains with defined mutations in aroA, htrA and phoP/Q genes. Key findings include:
1) Mutations in aroA, htrA and phoP/Q genes were introduced into S. Abortusequi strains using genetic engineering techniques.
2) In mice, the mutant strains showed attenuated virulence and were cleared faster than the wild type strain. They also elicited stronger immune responses.
3) In macrophage cells, the mutant strains induced less cell death than the wild type and had reduced intracellular survival, suggesting impaired virulence.
The defined mutant strains showed promise as live attenuated vaccine candidates against S.
The internet is a global network of interconnected computer networks that connects millions of devices. It allows for the exchange of data, messages, and access to shared resources between any connected devices. Some key aspects of the internet include the World Wide Web, email, file transfers, chat, and peer-to-peer services that enable sharing and communication between users around the world. Internet service providers give individuals and organizations access to the internet through connections like dial-up, DSL, cable or fiber.
This document discusses stress and strain analysis. It defines stress at a point and introduces the stress tensor. The stress tensor is symmetric. Principal stresses are the maximum and minimum normal stresses. Mohr's circle can be used to determine stresses on any plane through a point by graphically representing the transformation of stresses between planes. The principal planes contain no shear stress and maximum shear stress planes are 45 degrees from principal planes.
This document provides an introduction to machine design concepts and principles. It defines machine design as using scientific principles and imagination to design machines to perform specific functions efficiently. The document outlines the machine design process, including defining the problem, analyzing requirements, selecting appropriate mechanisms and materials, and preliminary design. It also discusses important machine elements, mechanical properties of materials, stress-strain diagrams, and industry codes and standards relevant to machine design. Key definitions are provided for terms like load, stress, strain, and stress systems.
The document compares myocardial strain values measured using steady-state free precession (SSFP) and fast gradient echo (FGRE) pulse sequences from cardiac MRI images. Statistical analysis of strain data from 50 patients shows generally higher strain values and stronger correlations for SSFP compared to FGRE across the right ventricle, left ventricle, right atrium, and left atrium. While correlations between techniques are modest for the ventricles, SSFP appears better than FGRE for tracking endocardial borders and measuring strain.
The document discusses Mohr's circle, which is a graphical representation used to analyze stresses on inclined planes. It introduces Mohr's circle, describing its three fundamental principles and how it relates normal and shear stresses. The importance of Mohr's circle in structural geology is discussed, including determining stress states, depicting maximum shear stresses, and visualizing the stress condition. Different types of faults - normal, reverse, strike-slip - and diapirs are also defined.
Virtual instrumentation for measurement of strain using thin film strain gaug...iaemedu
This document describes the development of a virtual instrumentation system for measuring strain using thin film strain gauge sensors. Thin film nickel-chromium strain gauges were deposited on a beryllium copper cantilever substrate using DC magnetron sputtering. The strain gauges were connected to a National Instruments data acquisition system using a signal conditioning unit. A LabVIEW virtual instrument was created to acquire and display the strain measurements in engineering units as weights were added to the cantilever. The indicated strain measurements matched the calculated strain values to within 0.5% error, demonstrating the effectiveness of the virtual instrumentation system for measuring micro-strain.
This document discusses principles of structural analysis, including the principle of superposition and strain energy. It defines the principle of superposition as stating that the deflection caused by multiple loads acting simultaneously is equal to the sum of deflections caused by each load acting individually. It also defines strain energy as the internal work done by stresses during deformation, and provides expressions for strain energy in axial, bending, shear, and torsional loading. Examples are given to derive deflection expressions using the principle of superposition and to calculate strain energy stored in different structural elements.
This document summarizes a seminar presentation on principal stresses and strains. It defines principal stresses as planes that experience only normal stresses and no shear stress. It then provides equations to calculate normal and shear stresses on oblique planes for members subjected to various loading conditions, including direct stress in one direction, direct stresses in two perpendicular directions, simple shear stress, and combinations of these. It derives equations to determine the position of principal planes and maximum shear stress. Examples are given for special cases where some stresses or shear terms are zero.
This document describes a strain gauge measurement experiment conducted by a student. It includes:
1) An explanation of how a 1/4 Wheatstone bridge circuit operates to measure axial or bending strain using a single active strain gauge element.
2) Details of the measurement installation using a bonded metallic strain gauge on a steel beam, and cyanoacrylate glue.
3) How to scale the 1mV/V output to relative strain when the gauge factor is 2.
4) A short explanation that the goal was to familiarize with data acquisition, learn strain gauge principles, measure stress in a beam, and measure free vibration using a 1/4 bridge configuration.
Strengthofmaterialsbyskmondal 130102103545-phpapp02Priyabrata Behera
This document contains a table of contents for a book on strength of materials with 16 chapters covering topics like stress and strain, bending, torsion, columns, and failure theories. It also contains introductory material on stress, strain, Hooke's law, true stress and strain, volumetric strain, Young's modulus, shear modulus, and bulk modulus. Key definitions provided include normal stress, shear stress, tensile strain, compressive strain, engineering stress and strain, true stress and strain, Hooke's law, and the relationships between elastic constants.
44558176 chapter-2-stress-and-strain-axial-loadingSaleem Malik
The chapter discusses stress and strain concepts including:
1. Stress-strain diagrams show the elastic and plastic deformation regions. Yield strength and ultimate strength are important properties.
2. Hooke's law defines the linear elastic region where stress is proportional to strain. The modulus of elasticity describes this relationship.
3. Materials experience both recoverable elastic strain and permanent plastic strain. Fatigue failure can occur at stresses lower than the yield strength due to repeated loading.
4. Temperature changes induce thermal stresses proportional to the coefficient of thermal expansion and temperature change. Residual stresses may remain after unloading.
The document discusses different types of strain energy stored in materials when subjected to loads. It defines strain energy as the work done or energy stored in a body during elastic deformation. The types of strain energy discussed include: elastic strain energy, strain energy due to gradual, sudden, impact, shock and shear loading. Formulas are provided to calculate strain energy due to these different loadings. Examples of calculating strain energy in axially loaded bars and beams subjected to bending and torsional loads are also presented.
The Guide on How Damped Harmonic Oscillations effect the tidesusmansardar370
This document discusses damped harmonic oscillations, where a restoring force and a damping force act on an oscillating body. There are three types of damped harmonic motion: underdamped, overdamped, and critically damped. Underdamped motion involves decreasing oscillations, overdamped motion is a slow approach to equilibrium without oscillations, and critically damped motion reaches equilibrium asymptotically the fastest. The damping coefficient represents viscous damping and has units of force/velocity. Logarithmic decrement provides a measure of damping in an underdamped system from the ratio of amplitudes of successive oscillations.
Strain energy is a type of potential energy that is stored in a structural member as a result of elastic deformation. The external work done on such a member when it is deformed from its unstressed state is transformed into (and considered equal to the strain energy stored in it.
1-Machine design - Stresses in Machine Members (2) - Copy.pptxssuser2e7793
Types of stresses include tensile, compressive, shear, torsional, and bearing. Stresses are caused by external forces and loads acting on a body. Stress is equal to force divided by cross-sectional area. Strain is the deformation or change in length caused by stresses. Hooke's law states stress is proportional to strain. Shear stress is caused by tangential forces across a section and shear strain is the resulting angular deformation. Torsional shear stress results from opposing torque or twisting moments.
This PPT contain the basic topic about the strength of the material. Such as stress, strain, energy, principle of super position and various other topic of solid mechanics.
Relation between load shear force and bending moment of beamssushma chinta
This document discusses the relationships between loads, shear forces, and bending moments in beams. It states that shear forces and bending moments are internal stress resultants that can be calculated from equations of equilibrium. Distributed loads cause shear forces to vary linearly or quadratically along the beam and bending moments to vary quadratically or cubically. Concentrated loads cause an abrupt change in shear force but no change in bending moment. Couples cause no change in shear force but an abrupt change in bending moment.
The document discusses simulating the dynamics of a two-dimensional aerofoil with a trailing edge flap. It aims to investigate factors governing the aerofoil's response and relate these to analytical techniques. It derives potential and kinetic energy equations for the aerofoil system using a Lagrangian approach. This allows obtaining equations of motion in matrix form representing the aerofoil's vibrating system dynamics under aerodynamic and external disturbance forces.
The document discusses wave loading on coastal structures. It provides equations to calculate the maximum wave pressure and force on both surface-piercing and fully-submerged structures. For surface-piercing structures, the force is proportional to wave height and depends on water depth. In shallow water it is approximately hydrostatic, and in deep water it is independent of depth. For fully-submerged structures the force is always less than for surface-piercing ones. Methods are given to calculate loads on vertical breakwaters by dividing them into pressure distributions and calculating individual forces and moments.
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.
Stress is a very significant factor the formation of the structures. These structures either can be formed by natural processes or by manmade processes. In this chapter, we will discuss the basics of stress, stress states, signs, Mohr’s Stress Diagram.
1. Oscillations and waves can be free, damped, or forced. Free oscillations follow the differential equation of motion for simple harmonic motion.
2. Springs can be connected in series or parallel configurations. Springs in series have an equivalent spring constant that is the reciprocal of the sum of the reciprocals of the individual spring constants. Springs in parallel have an equivalent spring constant equal to the sum of the individual spring constants.
3. Complex notation can represent oscillations using a complex number with real and imaginary parts or using polar coordinates with magnitude and phase angle, providing an alternative representation of simple harmonic motion.
Formula Bank and Important tips for Mechanical Engineering Students for Compe...Vinoth Jebaraj A
This document summarizes key concepts in engineering mechanics and strength of materials for mechanical engineering students. It covers topics like force equilibrium, stress and strain analysis, material properties, and failure theories. Key equations are presented for areas including static equilibrium, centroids, moments of inertia, stress-strain relationships, transformation of stresses, and bending stresses in beams. Diagrams illustrate stress distributions and Mohr's circle analyses for various loading conditions.
1. The document discusses stresses in thick cylinders subjected to internal and external pressures.
2. It derives Lame's equations which relate radial stress, hoop stress, and constants A and B to the internal and external radii and pressures.
3. Specific cases are examined, such as a cylinder with only internal pressure, only external pressure, and a solid shaft with only external pressure. Expressions are given for the radial and hoop stresses in each case.
1) Materials deform when stressed, returning to original shape within the elastic limit. Beyond this, deformation is permanent.
2) Hooke's law describes the linear relationship between stress and strain within the elastic limit. The slope is Young's modulus, a measure of stiffness.
3) Poisson's ratio defines the lateral contraction that occurs when a material is stretched. Most materials contract laterally to some degree.
This document discusses vibration transmissibility and contains a summary of key concepts:
1) Transmissibility is defined as the ratio of the amplitude/force transmitted to the excitation amplitude/force. It measures the effectiveness of vibration isolation.
2) Force transmissibility (TR) is the ratio of the force transmitted to the supporting structure to the force impressed on the system.
3) The transmissibility (TR) of a damped forced vibration system is derived. TR depends on damping ratio (ξ), frequency ratio (r), and approaches zero as r approaches infinity.
4) Transmissibility curves plot TR versus frequency ratio under different damping conditions. They show TR tends to one at
The document discusses forced vibrations in mechanical systems. It provides governing equations and relationships for different types of forced vibrations including harmonic, rotating/reciprocating unbalance, and support vibrations. Key equations presented are for the magnification factor relating amplitude of vibration to static deflection, phase lag between displacement and forcing function, amplitude of vibration due to unbalanced mass, displacement transmission ratio for base excitation, and transmissibility/isolation factor relating transmitted and applied forces.
The document discusses the results of an exam in a physics class on elasticity and oscillations. It provides the grade distributions and averages for the exam, along with lecture materials on springs, Hooke's law, simple harmonic motion, and examples of physics problems involving springs and oscillations. Key concepts covered include restoring forces, potential energy in springs, Young's modulus, and the equations of motion for simple harmonic oscillators.
introduction
Classification Of Aggregates, Good Qualities of an Ideal Aggregate: ,Tests on Aggregate:- , Specıfıc gravıty of Aggregate. , Flakiness & Elongation Index , Fineness Modulus (f.m):
It is refers to the downward sliding of huge quantities of land mass
Downward movement of slope forming material composed of rocks and soil or combination of all these material along surfaces of separation by FALLING, SLIDING AND FLOWING either sudden or slow from one place to another place.
All given topics covered with animations how to solve problem of E.G.
1. Scales
2. Engineering Curves - I
3. Engineering Curves - II
4. Loci of Points
5. Orthographic Projections - Basics
6. Conversion of Pictorial View into Orthographic Views
7. Projections of Points and Lines
8. Projection of Planes
9. Projection of Solids
10. Sections & Development
11. Intersection of Surfaces
12. Isometric Projections
13. Exercises
14. Solutions – Applications of Lines
Introduction
Elements of Flexible Manufacturing System
Objective of Flexible Manufacturing System
Classification of Flexible Manufacturing System
Flexible Manufacturing System layout
Advantages & Limitation of Flexible Manufacturing System
Application of Flexible Manufacturing System
Manufacturing Flexibility
Classification of manufacturing process
Classification based on Function of Process
Classification based on quantity of production
Selection of manufacturing process
Casting Process
Joining Processes
Machining Processes
Surface Finishing Processes
Classification of manufacturing processAkhtar Kamal
Classification of manufacturing process...
Process for changing Physical properties of work piece.
Casting process
Primary metal working processes.
Shearing and Forming processes.
Joining processes.
Machining processes.
Surface finishing processes.
system of algebraic equation by Iteration methodAkhtar Kamal
The document discusses iterative methods for solving systems of linear equations, specifically Jacobi's method and Gauss-Seidel method. It provides examples of using these methods to solve several systems of 3 equations with 3 unknowns. For each system, it shows rewriting the equations in a form suitable for the methods, choosing initial approximations, iterating to obtain better approximations, and concluding when subsequent iterations yield identical results to 3 significant digits.
Environment & Environmental pollution, causes, effects, priventsAkhtar Kamal
The document discusses different types of pollution including air, water, land, and noise pollution. It provides definitions and causes for each type of pollution as well as their effects. Some key points discussed include how air pollution is caused by industries, automobiles, and domestic fuels and can impact human health, animals, and plants. Water pollution occurs when pollutants from sources like marine dumping, industrial waste, and sewage contaminate water bodies. Noise pollution disrupts human and animal life and is caused by traffic, construction, and industries. The document also provides suggestions for controlling different types of pollution.
The document summarizes the key components and operating principles of a scanning electron microscope (SEM). It describes the electron gun that generates the electron beam, the condenser lenses that focus the beam, the scan coils that scan the beam across the sample, and various detectors that detect signals from the sample. It outlines applications in fields like biology, materials science, and forensics. Advantages include detailed imaging and versatile information from detectors, while disadvantages include high costs and specialized training required.
The Control of Relative Humidity & Moisture Content in The AirAshraf Ismail
To many of us Relative Humidity (RH%) & Moisture Content (g/ kg) are confusing terms & we often don't know which one of them to choose in order to highlight our "Humidity" issues!
This post is to briefly address the definition of Relative Humidity, Moisture Content , Moisture Load Sources & Humidity Control Hazard!
Presentation slide on DESIGN AND FABRICATION OF MOBILE CONTROLLED DRAINAGE.pptxEr. Kushal Ghimire
To address increased waste dumping in drains, a low-cost drainage cleaning robot controlled via a mobile app is designed to reduce human intervention and improve automation. Connected via Bluetooth, the robot’s chain circulates, moving a mesh with a lifter to carry solid waste to a bin. This project aims to clear clogs, ensure free water flow, and transform society into a cleaner, healthier environment, reducing disease spread from direct sewage contact. It’s especially effective during heavy rains with high water and garbage flow.
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Fix Production Bugs Quickly - The Power of Structured Logging in Ruby on Rail...John Gallagher
Rails apps can be a black box. Have you ever tried to fix a bug where you just can’t understand what’s going on? This talk will give you practical steps to improve the observability of your Rails app, taking the time to understand and fix defects from hours or days to minutes. Rails 8 will bring an exciting new feature: built-in structured logging. This talk will delve into the transformative impact of structured logging on fixing bugs and saving engineers time. Structured logging, as a cornerstone of observability, offers a powerful way to handle logs compared to traditional text-based logs. This session will guide you through the nuances of structured logging in Rails, demonstrating how it can be used to gain better insights into your application’s behavior. This talk will be a practical, technical deep dive into how to make structured logging work with an existing Rails app.
I talk about the Steps to Observable Software - a practical five step process for improving the observability of your Rails app.
If we're running two pumps, why aren't we getting twice as much flow? v.17Brian Gongol
A single pump operating at a time is easy to figure out. Adding a second pump (or more) makes things a bit more complicated. That complication can deliver a whole lot of additional flow -- or it can become an exercise in futility.
2. INTRODUCTION
1) Elastic Strain Energy due to Gradual
Loading.
2) Elastic Strain Energy due to Sudden Loading.
3) Elastic Strain energy due to impact loading.
4) Elastic Strain Energy due to Principal
Stresses.
5) Energy of Dilation And Distortion.
Akhtar Kamal
3. What is strain energy?
When the body is subjected to gradual, sudden or impact load, the
body deforms, and work done upon it.
The material behave like a perfect spring and oscillates about its
mean position.
If the elastic limit is not exceeded, this work is stored in the body.
This work done or energy stored in the body is called strain energy.
Akhtar Kamal
4. Some Important Definition And Question
(1)Resilience:
Total strain energy stored in body is called resilience. It is denoted as ‘’
𝒖 =
𝝈 𝟐
𝟐𝑬
× 𝑽
Where… 𝝈 = 𝒔𝒕𝒓𝒆𝒔𝒔
𝑽 = 𝑽𝒐𝒍𝒖𝒎𝒆 𝒐𝒇 𝒕𝒉𝒆 𝒃𝒐𝒅𝒚
(2)Proof Resilience:
Maximum strain energy which can be stored in a body at elastic limit is called proof
resilience. It is denoted as ‘𝒖 𝒑’
𝒖 𝒑 =
𝝈 𝑬
𝟐
𝟐𝑬
× 𝑽
Where… 𝝈 𝑬 = 𝒔𝒕𝒓𝒆𝒔𝒔 at elastic limit
(3)Modulus of resilience:
Maximum strain energy which can be stored in a body per unit volume, at elastic limit is
called Modulus of resilience. It is denoted as ‘𝒖 𝒎’
𝒖 𝒎 =
𝝈 𝑬
𝟐
𝟐𝑬
Akhtar Kamal
5. Strain Energy Due to Gradual Loading
Considr a bar of length is 𝑙 and uniform section
area 𝐴, subjected to gradual load 𝑃.
Akhtar Kamal
6. Stress Due to Gradual Load
Since the load is applied gradually,(i.e. it increases from 0 to P),
average load is considered.
Work done on the bar = Area of the load – Deformation
diagram.
=
𝟏
𝟐
× 𝑷 × 𝜹𝒍 … . . (𝟏)
Work stored in the bar = Area of the resistance – Deformation
diagram.
=
𝟏
𝟐
× 𝑹 × 𝜹𝒍
=
𝟏
𝟐
× (𝝈 ∙ 𝑨) × 𝜹𝒍 … . . (𝟐)
Work done = Work stored
𝟏
𝟐
× 𝑷 × 𝜹𝒍 =
𝟏
𝟐
× (𝝈 ∙ 𝑨) × 𝜹𝒍
𝝈 =
𝑷
𝑨
… . . 𝐒𝐭𝐫𝐞𝐬𝐬 𝐝𝐮𝐞 𝐭𝐨 𝐠𝐫𝐚𝐝𝐮𝐚𝐥 𝐥𝐨𝐚𝐝.Akhtar Kamal
8. Elastic Strain Energy due to Sudden Loading
When the load is applied suddenly the value of
the load is P throughout the deformation.
But, Resistance R increases from 0 to R.
Work done on the bar= 𝑃 × 𝛿𝑙 … . . 1
Work store in the bar=
1
2
× 𝑅 × 𝛿𝑙
=
1
2
× 𝜎 × 𝐴 × 𝛿𝑙 … . . (2)
Akhtar Kamal
9. Work done = work store
𝑷 × 𝜹𝒍 =
𝟏
𝟐
× 𝝈 × 𝑨 × 𝜹𝒍
𝝈 =
𝟐𝑷
𝑨
Hence, the maximum stress intensity due to a suddenly applied load twice
the stress intensity produced by the load of the same magnitude applied
gradually.
Akhtar Kamal
18. Energy Of Dilation and Distortion
Total strain energy given by equation (1) of article 1.5 can
be separated into the following two strain energies .
a) Strain energy of dilatation (dilation) or volume metric
strain energy (strain energy of uniform compression
or tension).
b) Strain Energy of distortion(shear strain energy)
To accomplish this , Let the principal strains be 𝜺 𝟏, 𝜺 𝟐
𝒂𝒏𝒅 𝜺 𝟑,in the deration of principal stresses 𝝈 𝟏, 𝝈 𝟐 and 𝝈 𝟑
respectively.
Akhtar Kamal
20. Energy Of Dilation and Distortion
From the above discussion, following conclusions can be
made.
(a) If 𝝈 𝟏 = 𝝈 𝟐 = 𝝈 𝟑
𝜺 𝟏= 𝜺 𝟐 = 𝜺 𝟑,
This means that there is no distortion (so that no shearing
stresses and shearing strains will be present anywhere in the
block) but only volumetric change(dilation) occurs.
(b) If 𝝈 𝟏 + 𝝈 𝟐 + 𝝈 𝟑 = 𝟎, 𝜺 𝒗 = 𝟎
This means that if the sum of three principal stress is zero,
there is no volumetric change(dilation), but only the
distortion occurs.
The above to conclusion can be used to break the given three
principal stresses into two sets of principal stresses such that
one set produces dilation (volumetric change) only, while
the other produces distortion (shear stresses) only.
Akhtar Kamal
21. Consider a small block of length δℓ, width δb and
height δh subjected to three principal stresses σ1,
σ2 and σ3 as shown in figure
σ1 = Principal stress on face of area (δb × δh)
σ2 = Principal stress on face of area (δℓ × δh)
σ3 = Principal stress on face of area (δℓ × δb)
μ = Poisson’s ratio for the material.
Akhtar Kamal
23. .˙., Extention of the block in the direction of σ1
δℓı =εı · δı
δℓı =
1
𝐸
[σ1 – μ (σ2+σ3 )] δℓ
Akhtar Kamal
24. .˙. Strain energy due to σ1
=
1
2
(Load due to σ1 in the direction of σ1) × δℓ1
=
1
2
[σ1.δb.δh] x
1
𝐸
[σ1‒ μ (σ2+ σ3)] δℓ
=
1
2𝐸
[σ1² ‒ μ (σ1 σ2 +σ1 σ3)] (δb.δh.δℓ)]
=
1
2𝐸
[σ1² ‒ μ (σ1 σ2 +σ1 σ3)] δV
Where,
δV= volume of block
= δb.δh.δl
Akhtar Kamal
25. Similarly,
Strain energy due to σ2
=
1
2𝐸
[σ2² ‒ μ(σ2σ1 + σ2 σ3)]δV
Strain Energy due to σ3
=
1
2𝐸
[σ3² ‒ μ σ3 σ1 + σ3 σ2)]δV
Akhtar Kamal
26. .˙. δu = Total Strain energy for volume δV
= Sum of strain energies due to σ1,σ2 and σ3
=
1
2𝐸
[σ1² ‒ μ(σ1 σ2 +σ1 σ3)]δV
+
1
2𝐸
[σ2 ² ‒ μ(σ2 σ1 +σ2 σ3)]δV
+
1
2𝐸
[σ3 ² ‒ μ(σ3 σ1 + σ3 σ2)]δV
.˙. δu =
1
2𝐸
[σ1²+ σ2 ²+ σ3 ²- 2μ(σ1 σ2 + σ2 σ3 + σ3 σ1)] δV
Akhtar Kamal
27. Thus for a body of Volume V Subjected to the
principal Stresses σ1,σ2 and σ3, total strain energy
is given by,
u=
𝟏
𝟐𝑬
[σ1²+ σ2 ²+ σ3 ² ‒ 2μ(σ1 σ2 + σ2 σ3 + σ3 σ1)] V
Sign for Principal Stresses,
Tension = + ve
Compression = -ve
Akhtar Kamal
28. The expression for the strain energy for the simple
cases of stresses can be easily deducted from the
general equation (1) for the strain energy.
Akhtar Kamal
31. Let τ be simple shear in volume V
Then the principle stress will be,
σ1= τ , σ2 = ‒ τ , σ3 =0
Substituting these values in (1) we get,
u=
1
2𝐸
[τ ²(‒ τ )²+0 ‒ 2μ(τ)(‒ τ)] V
=
1
2𝐸
[2 τ ²+ 2 μ τ ²]V
=
𝜏 ²
𝐸
(1+ μ) V
But,E =2G (1+ μ) G = Modulus of rigidity
Therefore
1+ μ
𝐸
=
1
2𝐺
u=
τ
𝟐𝑮
V
Strain energy per unit volume = u =
τ ²
𝟐𝑮
Akhtar Kamal
32. Let p= hydrostatic tension or hydrostatic pressure
.˙. Either σ1 =p , σ2 =p and σ3=p
Or σ1= -p , σ2 = -p and σ3 = -p
Substituting any one in equation (1) we get,
u=
1
2𝐸
[ p² + p² + p² ‒ 2μ( p.p + p.p + p.p)] V
=
1
2𝐸
[3p² ‒ 2μ(3p²)]V
=
3p²
2𝐸
(1- 2μ)V
but E = 3k(1- 2μ)
.˙.
(1− 2μ)
𝐸
=
1
3𝑘
k = Bulk modulus
.˙. u =
p²
𝟐𝒌
V
Akhtar Kamal