Course Objectives Chapter 1 1. Engineering Fundamentals
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Glossary Physics (I-Introduction)
1 Glossary Physics (I-introduction) - Efficiency: The percent of the work put into a machine that is converted into useful work output; = work done / energy used [-]. = eta In machines: The work output of any machine cannot exceed the work input (<=100%); in an ideal machine, where no energy is transformed into heat: work(input) = work(output), =100%. Energy: The property of a system that enables it to do work. Conservation o. E.: Energy cannot be created or destroyed; it may be transformed from one form into another, but the total amount of energy never changes. Equilibrium: The state of an object when not acted upon by a net force or net torque; an object in equilibrium may be at rest or moving at uniform velocity - not accelerating. Mechanical E.: The state of an object or system of objects for which any impressed forces cancels to zero and no acceleration occurs. Dynamic E.: Object is moving without experiencing acceleration. Static E.: Object is at rest.F Force: The influence that can cause an object to be accelerated or retarded; is always in the direction of the net force, hence a vector quantity; the four elementary forces are: Electromagnetic F.: Is an attraction or repulsion G, gravit. const.6.672E-11[Nm2/kg2] between electric charges: d, distance [m] 2 2 2 2 F = 1/(40) (q1q2/d ) [(CC/m )(Nm /C )] = [N] m,M, mass [kg] Gravitational F.: Is a mutual attraction between all masses: q, charge [As] [C] 2 2 2 2 F = GmM/d [Nm /kg kg 1/m ] = [N] 0, dielectric constant Strong F.: (nuclear force) Acts within the nuclei of atoms: 8.854E-12 [C2/Nm2] [F/m] 2 2 2 2 2 F = 1/(40) (e /d ) [(CC/m )(Nm /C )] = [N] , 3.14 [-] Weak F.: Manifests itself in special reactions among elementary e, 1.60210 E-19 [As] [C] particles, such as the reaction that occur in radioactive decay. -
Center of Mass and Centroids
Center of Mass and Centroids Center of Mass A body of mass m in equilibrium under the action of tension in the cord, and resultant W of the gravitational forces acting on all particles of the body. -The resultant is collinear with the cord Suspend the body at different points -Dotted lines show lines of action of the resultant force in each case. -These lines of action will be concurrent at a single point G As long as dimensions of the body are smaller compared with those of the earth. - we assume uniform and parallel force field due to the gravitational attraction of the earth. The unique Point G is called the Center of Gravity of the body (CG) ME101 - Division III Kaustubh Dasgupta 1 Center of Mass and Centroids Determination of CG - Apply Principle of Moments Moment of resultant gravitational force W about any axis equals sum of the moments about the same axis of the gravitational forces dW acting on all particles treated as infinitesimal elements. Weight of the body W = ∫dW Moment of weight of an element (dW) @ x-axis = ydW Sum of moments for all elements of body = ∫ydW From Principle of Moments: ∫ydW = ӯ W Moment of dW @ z axis??? xdW ydW zdW x y z = 0 or, 0 W W W Numerator of these expressions represents the sum of the moments; Product of W and corresponding coordinate of G represents the moment of the sum Moment Principle. ME101 - Division III Kaustubh Dasgupta 2 Center of Mass and Centroids xdW ydW zdW x y z Determination of CG W W W Substituting W = mg and dW = gdm xdm ydm zdm x y z m m m In vector notations: -
Dynamics of Urban Centre and Concepts of Symmetry: Centroid and Weighted Mean
Jong-Jin Park Research École Polytechnique Fédérale de Dynamics of Urban Centre and Lausanne (EPFL) Laboratoire de projet urbain, Concepts of Symmetry: territorial et architectural (UTA) Centroid and Weighted Mean BP 4137, Station 16 CH-1015 Lausanne Presented at Nexus 2010: Relationships Between Architecture SWITZERLAND and Mathematics, Porto, 13-15 June 2010. [email protected] Abstract. The city is a kind of complex system being capable Keywords: evolving structure, of auto-organization of its programs and adapts a principle of urban system, programmatic economy in its form generating process. A new concept of moving centre, centroid, dynamic centre in urban system, called “the programmatic weighted mean, symmetric moving centre”, can be used to represent the successive optimization, successive appearances of various programs based on collective facilities equilibrium and their potential values. The absolute central point is substituted by a magnetic field composed of several interactions among the collective facilities and also by the changing value of programs through time. The center moves continually into this interactive field. Consequently, we introduce mathematical methods of analysis such as “the centroid” and “the weighted mean” to calculate and visualize the dynamics of the urban centre. These methods heavily depend upon symmetry. We will describe and establish the moving centre from a point of view of symmetric optimization that answers the question of the evolution and successive equilibrium of the city. In order to explain and represent dynamic transformations in urban area, we tested this programmatic moving center in unstable and new urban environments such as agglomeration areas around Lausanne in Switzerland. -
Chapter 5 –3 Center and Centroids
ENGR 0135 Chapter 5 –3 Center and centroids Department of Mechanical Engineering Centers and Centroids Center of gravity Center of mass Centroid of volume Centroid of area Centroid of line Department of Mechanical Engineering Center of Gravity A point where all of the weight could be concentrated without changing the external effects of the body To determine the location of the center, we may consider the weight system as a 3D parallel force system Department of Mechanical Engineering Center of Gravity – discrete bodies The total weight isWW i The location of the center can be found using the total moments 1 M Wx W x xW x yz G i i G W i i 1 M Wy W y yW y zx G i i G W i i 1 M Wz W z z W z xy G i i G W i i Department of Mechanical Engineering Center of Gravity – continuous bodies The total weight Wis dW The location of the center can be found using the total moments 1 M Wx xdW x xdW yz G G W 1 M Wy ydW y ydW zx G G W 1 M Wz zdW z zdW xy G G W Department of Mechanical Engineering Center of Mass A point where all of the mass could be concentrated It is the same as the center of gravity when the body is assumed to have uniform gravitational force Mass of particles 1 n 1 n 1 n n xC xi m i C y yi m i C z z mi i m i m m i m i m i i Continuous mass 1 1 1 x x dm yy dmz z dm m dm G m G m G m Department of Mechanical Engineering Example:Example: CenterCenter ofof discretediscrete massmass List the masses and the coordinates of their centroids in a table Compute the first moment of each mass (relative -
5 Military Rucking Rules Every Backpacker Should Know 1. One
5 Military Rucking Rules Every Backpacker Should Know The military has spent years studying the best way to move under a load (aka “rucking”). Here are 5 military rucking rules that translate well to hikers. “Rucking” is the military term for hiking under load. As you can imagine, this is a huge issue for the military, as soldiers must wear body armor and carry weapons, ammo, water, communications equipment, and other gear as they conduct patrols and missions. Rucking performance and injury prevention are hugely important for military operations and personnel. Movement over ground under load is also a key for hiking and backpacking. In reviewing the research the military has already done on this subject, we discovered five rules. Read on to make sure you’re following these military rucking rules on your next backcountry adventure. 1. One pound on your feet equals five pounds on your back. This old backpacking thumb rule holds true, according to a 1984 study from the U.S. Army Research Institute. They tested how much more energy was expended with different footwear (boots and shoes) and concluded that it take 4.7 to 6.4 times as much energy to move at a given pace when weight is carried on the shoe versus on the torso. In practical terms, this means you could carry half a gallon more of water (a little over 4 pounds) if you buy boots that are a pound lighter, which isn’t hard to do; and that’s a lot of water. Now imagine the energy savings of backpacking in light trail running shoes rather than heavy, leather backpacking boots over the course of 7- day backpacking trip. -
Chapter 11. Three Dimensional Analytic Geometry and Vectors
Chapter 11. Three dimensional analytic geometry and vectors. Section 11.5 Quadric surfaces. Curves in R2 : x2 y2 ellipse + =1 a2 b2 x2 y2 hyperbola − =1 a2 b2 parabola y = ax2 or x = by2 A quadric surface is the graph of a second degree equation in three variables. The most general such equation is Ax2 + By2 + Cz2 + Dxy + Exz + F yz + Gx + Hy + Iz + J =0, where A, B, C, ..., J are constants. By translation and rotation the equation can be brought into one of two standard forms Ax2 + By2 + Cz2 + J =0 or Ax2 + By2 + Iz =0 In order to sketch the graph of a quadric surface, it is useful to determine the curves of intersection of the surface with planes parallel to the coordinate planes. These curves are called traces of the surface. Ellipsoids The quadric surface with equation x2 y2 z2 + + =1 a2 b2 c2 is called an ellipsoid because all of its traces are ellipses. 2 1 x y 3 2 1 z ±1 ±2 ±3 ±1 ±2 The six intercepts of the ellipsoid are (±a, 0, 0), (0, ±b, 0), and (0, 0, ±c) and the ellipsoid lies in the box |x| ≤ a, |y| ≤ b, |z| ≤ c Since the ellipsoid involves only even powers of x, y, and z, the ellipsoid is symmetric with respect to each coordinate plane. Example 1. Find the traces of the surface 4x2 +9y2 + 36z2 = 36 1 in the planes x = k, y = k, and z = k. Identify the surface and sketch it. Hyperboloids Hyperboloid of one sheet. The quadric surface with equations x2 y2 z2 1. -
Fluid Mechanics
MECHANICAL PRINCIPLES HNC/D MOMENTS OF AREA The concepts of first and second moments of area fundamental to several areas of engineering including solid mechanics and fluid mechanics. Students who are not familiar with this concept are advised to complete this tutorial before studying either of these areas. In this section you will do the following. Define the centre of area. Define and calculate 1st. moments of areas. Define and calculate 2nd moments of areas. Derive standard formulae. D.J.Dunn 1 1. CENTROIDS AND FIRST MOMENTS OF AREA A moment about a given axis is something multiplied by the distance from that axis measured at 90o to the axis. The moment of force is hence force times distance from an axis. The moment of mass is mass times distance from an axis. The moment of area is area times the distance from an axis. Fig.1 In the case of mass and area, the problem is deciding the distance since the mass and area are not concentrated at one point. The point at which we may assume the mass concentrated is called the centre of gravity. The point at which we assume the area concentrated is called the centroid. Think of area as a flat thin sheet and the centroid is then at the same place as the centre of gravity. You may think of this point as one where you could balance the thin sheet on a sharp point and it would not tip off in any direction. This section is mainly concerned with moments of area so we will start by considering a flat area at some distance from an axis as shown in Fig.1.2 Fig..2 The centroid is denoted G and its distance from the axis s-s is y. -
Non-Local Momentum Transport Parameterizations
Non-local Momentum Transport Parameterizations Joe Tribbia NCAR.ESSL.CGD.AMP Outline • Historical view: gravity wave drag (GWD) and convective momentum transport (CMT) • GWD development -semi-linear theory -impact • CMT development -theory -impact Both parameterizations of recent vintage compared to radiation or PBL GWD CMT • 1960’s discussion by Philips, • 1972 cumulus vorticity Blumen and Bretherton damping ‘observed’ Holton • 1970’s quantification Lilly • 1976 Schneider and and momentum budget by Lindzen -Cumulus Friction Swinbank • 1980’s NASA GLAS model- • 1980’s incorporation into Helfand NWP and climate models- • 1990’s pressure term- Miller and Palmer and Gregory McFarlane Atmospheric Gravity Waves Simple gravity wave model Topographic Gravity Waves and Drag • Flow over topography generates gravity (i.e. buoyancy) waves • <u’w’> is positive in example • Power spectrum of Earth’s topography α k-2 so there is a lot of subgrid orography • Subgrid orography generating unresolved gravity waves can transport momentum vertically • Let’s parameterize this mechanism! Begin with linear wave theory Simplest model for gravity waves: with Assume w’ α ei(kx+mz-σt) gives the dispersion relation or Linear theory (cont.) Sinusoidal topography ; set σ=0. Gives linear lower BC Small scale waves k>N/U0 decay Larger scale waves k<N/U0 propagate Semi-linear Parameterization Propagating solution with upward group velocity In the hydrostatic limit The surface drag can be related to the momentum transport δh=isentropic Momentum transport invariant by displacement Eliassen-Palm. Deposited when η=U linear theory is invalid (CL, breaking) z φ=phase Gravity Wave Drag Parameterization Convective or shear instabilty begins to dissipate wave- momentum flux no longer constant Waves propagate vertically, amplitude grows as r-1/2 (energy force cons.). -
Phys 140A Lecture 8–Elastic Strain, Compliance, and Stiffness
Lecture 8 Elastic strains, compliance, and stiffness Review for exam Stress: force applied to a unit area Strain: deformation resulting from stress Purpose of today’s derivations: Generalize Hooke’s law to a 3D body that may be subjected to any arbitrary force. We imagine 3 orthogonal vectors 풙̂, 풚̂, 풛̂ embedded in a solid before we have deformed it. After we have deformed the solid, these vectors might be of different length and they might be pointing in different directions. We describe these deformed vectors 풙′, 풚′, 풛′ in the following way: ′ 풙 = (1 + 휖푥푥)풙̂ + 휖푥푦풚̂ + 휖푥푧풛̂ ′ 풚 = 휖푦푥풙̂ + (1 + 휖푦푦)풚̂ + 휖푦푧풛̂ ′ 풛 = 휖푧푥풙̂ + 휖푧푦풚̂ + (1 + 휖푧푧)풛̂ The components 휖훼훽 define the deformation. They are dimensionless and have values much smaller than 1 in most instances in solid state physics. How one ‘reads’ these vectors is (for example) 휖푥푥force along x, deformation along x; 휖푥푦shear xy-plane along x or y direction (depending which unit vector it is next to) The new axes have new lengths given by (for example): ′ ′ 2 2 2 풙 ∙ 풙 = 1 + 2휖푥푥 + 휖푥푥 + 휖푥푦 + 휖푥푧 Usually we are dealing with tiny deformations so 2nd order terms are often dropped. Deformation also changes the volume of a solid. Considering our unit cube, originally it had a volume of 1. After distortion, it has volume 1 + 휖푥푥 휖푥푦 휖푥푧 ′ ′ ′ ′ 푉 = 풙 ∙ 풚 × 풛 = | 휖푦푥 1 + 휖푦푦 휖푦푧 | ≈ 1 + 휖푥푥 + 휖푦푦 + 휖푧푧 휖푧푥 휖푧푦 1 + 휖푧푧 Dilation (훿) is given by: 푉 − 푉′ 훿 ≡ ≅ 휖 + 휖 + 휖 푉 푥푥 푦푦 푧푧 (2nd order terms have been dropped because we are working in a regime of small distortion which is almost always the appropriate one for solid state physics. -
Analysis of Functions of a Single Variable a Detailed Development
ANALYSIS OF FUNCTIONS OF A SINGLE VARIABLE A DETAILED DEVELOPMENT LAWRENCE W. BAGGETT University of Colorado OCTOBER 29, 2006 2 For Christy My Light i PREFACE I have written this book primarily for serious and talented mathematics scholars , seniors or first-year graduate students, who by the time they finish their schooling should have had the opportunity to study in some detail the great discoveries of our subject. What did we know and how and when did we know it? I hope this book is useful toward that goal, especially when it comes to the great achievements of that part of mathematics known as analysis. I have tried to write a complete and thorough account of the elementary theories of functions of a single real variable and functions of a single complex variable. Separating these two subjects does not at all jive with their development historically, and to me it seems unnecessary and potentially confusing to do so. On the other hand, functions of several variables seems to me to be a very different kettle of fish, so I have decided to limit this book by concentrating on one variable at a time. Everyone is taught (told) in school that the area of a circle is given by the formula A = πr2: We are also told that the product of two negatives is a positive, that you cant trisect an angle, and that the square root of 2 is irrational. Students of natural sciences learn that eiπ = 1 and that sin2 + cos2 = 1: More sophisticated students are taught the Fundamental− Theorem of calculus and the Fundamental Theorem of Algebra. -
A Quick Algebra Review
A Quick Algebra Review 1. Simplifying Expressions 2. Solving Equations 3. Problem Solving 4. Inequalities 5. Absolute Values 6. Linear Equations 7. Systems of Equations 8. Laws of Exponents 9. Quadratics 10. Rationals 11. Radicals Simplifying Expressions An expression is a mathematical “phrase.” Expressions contain numbers and variables, but not an equal sign. An equation has an “equal” sign. For example: Expression: Equation: 5 + 3 5 + 3 = 8 x + 3 x + 3 = 8 (x + 4)(x – 2) (x + 4)(x – 2) = 10 x² + 5x + 6 x² + 5x + 6 = 0 x – 8 x – 8 > 3 When we simplify an expression, we work until there are as few terms as possible. This process makes the expression easier to use, (that’s why it’s called “simplify”). The first thing we want to do when simplifying an expression is to combine like terms. For example: There are many terms to look at! Let’s start with x². There Simplify: are no other terms with x² in them, so we move on. 10x x² + 10x – 6 – 5x + 4 and 5x are like terms, so we add their coefficients = x² + 5x – 6 + 4 together. 10 + (-5) = 5, so we write 5x. -6 and 4 are also = x² + 5x – 2 like terms, so we can combine them to get -2. Isn’t the simplified expression much nicer? Now you try: x² + 5x + 3x² + x³ - 5 + 3 [You should get x³ + 4x² + 5x – 2] Order of Operations PEMDAS – Please Excuse My Dear Aunt Sally, remember that from Algebra class? It tells the order in which we can complete operations when solving an equation. -
Bending Stress
Bending Stress Sign convention The positive shear force and bending moments are as shown in the figure. Figure 40: Sign convention followed. Centroid of an area Scanned by CamScanner If the area can be divided into n parts then the distance Y¯ of the centroid from a point can be calculated using n ¯ Âi=1 Aiy¯i Y = n Âi=1 Ai where Ai = area of the ith part, y¯i = distance of the centroid of the ith part from that point. Second moment of area, or moment of inertia of area, or area moment of inertia, or second area moment For a rectangular section, moments of inertia of the cross-sectional area about axes x and y are 1 I = bh3 x 12 Figure 41: A rectangular section. 1 I = hb3 y 12 Scanned by CamScanner Parallel axis theorem This theorem is useful for calculating the moment of inertia about an axis parallel to either x or y. For example, we can use this theorem to calculate . Ix0 = + 2 Ix0 Ix Ad Bending stress Bending stress at any point in the cross-section is My s = − I where y is the perpendicular distance to the point from the centroidal axis and it is assumed +ve above the axis and -ve below the axis. This will result in +ve sign for bending tensile (T) stress and -ve sign for bending compressive (C) stress. Largest normal stress Largest normal stress M c M s = | |max · = | |max m I S where S = section modulus for the beam. For a rectangular section, the moment of inertia of the cross- 1 3 1 2 sectional area I = 12 bh , c = h/2, and S = I/c = 6 bh .