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2001, W. E. Haisler Chapter 1: Introduction 1 ENGR 214 CONSERVATION PRINCIPLES for CONTINUOUS MEDIA 2001, W. E. Haisler Chapter 1: Introduction THE BASIC CONSERVATION PRINCIPLE some of IT + the rest of IT = all of IT (perhaps a little too simple!?) 2 2001, W. E. Haisler Chapter 1: Introduction 3 The general accounting/conservation statement Amount of Amount of accumulation of Amount of E.P. entering system E.P. leavinging system E.P. within system during time period during time period during time period Amount of Amount of E.P. generated E.P. consumed with insystem with insystem during time period during time period E.P. = extensive property mass, linear momentum, angular momentum, energy amount at end amount at beginning Accumulation of time period of time period 2001, W. E. Haisler Chapter 1: Introduction 4 CONTINUUM A SYSTEM that has MASS and VOLUME AND whose PROPERTIES and RESPONSE to INPUT are continuous FUNCTIONS of SPACE and TIME and have continuous derivatives (USUALLY DESCRIBED BY DIFFERENTIAL EQUATIONS) 2001, W. E. Haisler Chapter 1: Introduction 5 What is the difference between ENGR 211 and 214 approaches to Conservation Principles? ENGR 211 ENGR 214 the free-body diagram of the problem System vs. Continuum Macro vs. Micro Scale Entire Body vs. Differential Element the equations for the problem Global vs. Local Equations Algebraic vs. Differential Equations 2001, W. E. Haisler Chapter 1: Introduction 6 Examples of System (Macroscopic) vs. Continuum (Microscopic) Analysis 1. Fluid flow through pipe: Macroscopic: Consider total flow rate of fluid only (gallons/minute). Microscopic: Determine velocity profile of fluid within the pipe; define energy loss due to friction, etc. 2001, W. E. Haisler 7 Chapter 1: Introduction 2. Heat transfer through a layered wall: Macroscopic: We know temperature on each side of wall but cannot determine the details of how the temperature changes through the wall. Microscopic: We can determine the details of how the temperature changes within each layer, the heat flux through each layer, the effectiveness of insulation, etc. T Temperature A specified on right boundary k1 k2 k3 L 1 L 2 L 3 x TB Temperature profile through thickness T C T D h2 inf,2 Convection specified on right boundary 2001, W. E. Haisler Chapter 1: Introduction 8 3. Structural analysis (Beams): Macroscopic: We can determine only the net forces and moments, but not the internal stress distribution. Microscopic: We can determine the details of how the externally applied loads cause internal forces in the structure and what these internal forces are at every point in the structure (can determine stress and strain-recall ENGR 202).