Overview of Engineering Analysis

Similar documents
Two Tier projects for students in ME 160 class

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

Initial Stress Calculations

CPO Science Foundations of Physics. Unit 8, Chapter 27

Bending Load & Calibration Module

Design Optimization for an Expansion Loop in Petrochemical Refinery

MTE 119 STATICS FINAL HELP SESSION REVIEW PROBLEMS PAGE 1 9 NAME & ID DATE. Example Problem P.1

Part 1 is to be completed without notes, beam tables or a calculator. DO NOT turn Part 2 over until you have completed and turned in Part 1.

ACET 406 Mid-Term Exam B

Donald P. Shiley School of Engineering ME 328 Machine Design, Spring 2019 Assignment 1 Review Questions

Lab Exercise #5: Tension and Bending with Strain Gages

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

Solution of Nonlinear Equations: Graphical and Incremental Sea

2.1 Background of Piping Stresses

Lab Exercise #3: Torsion

EVALUATING DYNAMIC STRESSES OF A PIPELINE

Chapter 26 Elastic Properties of Materials

Chapter 12. Static Equilibrium and Elasticity

Strain Measurement MEASUREMENT EXPERIMENT

External Pressure... Thermal Expansion in un-restrained pipeline... The critical (buckling) pressure is calculated as follows:

Engineering Physics. In the Science Program, Engineering Physics contributes to the following program goals described in the Exit Profile:

AERO 214. Lab II. Measurement of elastic moduli using bending of beams and torsion of bars

Direct (and Shear) Stress

There are three main types of structure - mass, framed and shells.

Figure 1 Lifting Lug Geometry with Weld

Excerpt from the Proceedings of the COMSOL Conference 2010 Boston

POE Practice Test - Materials

Calculating the Risk of Structural Failure

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

[5] Stress and Strain

Analysis of asymmetric radial deformation in pipe with local wall thinning under internal pressure using strain energy method

Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering

MECHANICS OF MATERIALS Sample Problem 4.2

ME 160 Introduction to Finite Element Method

Sample Questions for the ME328 Machine Design Final Examination Closed notes, closed book, no calculator.

If the solution does not follow a logical thought process, it will be assumed in error.

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS

ME 025 Mechanics of Materials

Purpose of this Guide: To thoroughly prepare students for the exact types of problems that will be on Exam 3.

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV

Statics Principles. The laws of motion describe the interaction of forces acting on a body. Newton s First Law of Motion (law of inertia):

NATIONAL CERTIFICATE (VOCATIONAL) APPLIED ENGINEERING TECHNOLOGY NQF LEVEL 4 NOVEMBER 2009

Chapter 10 Lecture Outline. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display.

NAME: Given Formulae: Law of Cosines: Law of Sines:

Kul Aircraft Structural Design (4 cr) Fatigue Analyses

IDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY

Simulation of Geometrical Cross-Section for Practical Purposes

Advanced Mechanical Principles

TINIUS OLSEN Testing Machine Co., Inc.

CE 715: Advanced Strength of Materials

Physical Science and Engineering. Course Information. Course Number: ME 100

THREE HOLE SPLICE CLEVIS FOR B52 Standard finishes: ZN, GRN Wt./C 126 Lbs. (57.1 kg)

Composite Structural Mechanics using MATLAB

API 11E - Specification for Pumping Units

7. Design of pressure vessels and Transformation of plane stress Contents

Samantha Ramirez, MSE. Stress. The intensity of the internal force acting on a specific plane (area) passing through a point. F 2

Mechanics. In the Science Program, Mechanics contributes to the following program goals described in the Exit Profile:

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS

WORKBOOK MECHANICS OF MATERIALS AND ELEMENTS OF ENGINEERING STRUCTURES

IVIL.COM, C. English - Arabic. Arrow Assume Assumption Available Average Axes Axial Axis

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

Downloaded from Downloaded from / 1

STRESS, STRAIN AND DEFORMATION OF SOLIDS

Unit 1. Thinking with Mathematical Models Investigation 1: Exploring Data Patterns

A Study on the Tube of Integral Propeller Shaft for the Rear-wheel Drive Automobile Using Carbon Composite Fiber

DETAILED SYLLABUS FOR DISTANCE EDUCATION. Diploma. (Three Years Semester Scheme) Diploma in Architecture (DARC)

FEA A Guide to Good Practice. What to expect when you re expecting FEA A guide to good practice

Mechanical Engineering Ph.D. Preliminary Qualifying Examination Solid Mechanics February 25, 2002

High Tech High Top Hat Technicians. An Introduction to Solid Mechanics. Is that supposed to bend there?

Uniaxial Loading: Design for Strength, Stiffness, and Stress Concentrations

Strain Measurement. Prof. Yu Qiao. Department of Structural Engineering, UCSD. Strain Measurement

Wilberforce Pendulum (One or two weights)

Please review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

Mechanical properties 1 Elastic behaviour of materials

EMEA. Liudmila Feoktistova Engineer Atomenergoproekt

Understand How Valves & Fittings Affect Head Loss

Mechanics of Materials Primer

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland

Jeff Brown Hope College, Department of Engineering, 27 Graves Pl., Holland, Michigan, USA UNESCO EOLSS

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

MECHANICS LAB AM 317 EXP 5 COLUMN BEHAVIOR BUCKLING

Procedure for Performing Stress Analysis by Means of Finite Element Method (FEM)

PES Institute of Technology

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

Homework No. 1 MAE/CE 459/559 John A. Gilbert, Ph.D. Fall 2004

Attempt ALL QUESTIONS IN SECTION A and ANY TWO QUESTIONS IN SECTION B Linear graph paper will be provided.

CHAPTER 2 Failure/Fracture Criterion

STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS

FIXED BEAMS IN BENDING

Elastic Properties of Solids (One or two weights)

Mechanical Principles

SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA

Mechanics of Materials

Chapter 11: Elasticity and Periodic Motion

UTC ETT160. Incorporation of Hands-on Experiments in an Introductory Structural Analysis Course

Fishing Rod Guide Placement

UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation.

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study

Steel Cross Sections. Structural Steel Design

3 A y 0.090

Transcription:

San Jose State University Department of Mechanical Engineering ME 130 Applied Engineering Analysis Instructor: Tai-Ran Hsu, Ph.D. Chapter 1 Overview of Engineering Analysis 2013 edition

Chapter Objectives: To introduce the concept and principles of engineering analysis, and the vital roles that engineering analysis plays in professional engineering practices To learn the need for the application of engineering analysis in three principal functions of professional engineering practices in: creation, problem solving and decision making. To illustrate the critical needs for engineers solving problems that relate to protection of properties and public safety, and also the needs for engineers making decisions in real-time situations that often involve grave consequences. To learn the roles that mathematics play in engineering analysis, and the ability to use mathematical modeling in problem solving and decision making in dealing with real physical situations. To present the needs for engineering analysis in mitigating or avoiding major catastrophes in engineering systems by selected case studies.

What is Engineering Analysis? It is a vital TOOL for practicing engineering professionals in performing their duties in: Creations Decision making Problem solving

Engineers create: Scientists DISCOVER what it was, Engineers CREATE what it is not Engineers create what it is not in DESIGN to satisfy human needs: Greatest Engineering Achievements of the 20th Century as selected by the US Academy of Engineering 1. Electrification* 11. Highways 2. Automobile* 12. Spacecraft* 3. Airplane* 13. Internet 4. Water supply and distribution 14. Imaging 5. Electronics 15. Household appliances* 6. Radio and television 16. Health technologies 7. Agriculture mechanization* 17. Petroleum and petrochemical technologies 8. Computers 18. Laser and fiber optics 9. Telephone 19. Nuclear technology* 10. Air conditioning and refrigeration* 20. High performance materials * With significant mechanical engineering involvements

Engineers make DECISIONS at all times, and often crucial ones: Decisions are required in: Design Configurations Selection of design methodology, materials and fabrication methods Assembly, packaging and shipping Manufacturing Tools and machine tools Fabrication processes Quality control and assurance Maintenance Routine inspections and Procedures Unexpected cases with potential grave consequences Change of customer requirements Malfunctioning of machines and equipment Defections in products Critical Decisions by Engineers on what to do if flaws or cracks appear on the surfaces of: Pressurized pipelines or A jumbo jet airplane?

Engineers solve Problems often in ways like fire-fighting: Problems relating to: Design fault and ambiguity Manufacturing disorder Malfunction of equipment Inferior quality in production Run-away cost control Resolving customer complaints and grievances Public grievances and mistrust

All TASKS relating to: Creation Decision making Problems solving are of PHYSICAL nature The required ANSWERS are of PHYSICAL nature too

Desirable direct approach Unavoidable Approach Engineering Analysis by Mathematical Modeling Engineering Problems (Physical) Not Possible! Solution to Engineering Problems (Physical) Engineering Analysis Mathematical Formulation Mathematical Analysis Mathematical Solutions Translation Math to Physical Situation Conclusion: Math plays a principal role as a servant to Engineering (the Master) in engineering practices Mathematical Modeling Translate engineering problems into math form by: 1) Idealizing physical situations. 2) Identifying idealized physical situation with available math representations 3) Formulate math models, e.g., expressions, equations.

Mathematical Modeling Math modeling is a practice involving the translation of physical (engineering) situations into mathematical forms. Tool Box for Engineering Analysis: Empirical formulas Algebraic equations and formulas from textbooks and handbooks Differential and integral equations with appropriate conditions fit to the specific problems Numerical solutions, e.g., by finite element method (FEM) or finite difference method (FDM). Many mathematical formulas and expressions are available in handbooks, e.g.: Mark s Standard Handbook for Mechanical Engineers, 10th edition, Edited by Eugene A. Avallone and Theodore Baumeister III, McGraw-Hill, New York, 1996, ISBN 0-07-004997-1

Example of Engineering Analysis by Empirical Formula Estimate pressure drop in fluid flow in pipes: Fluids flow in pipeline requires pressure supplied either by pumps, fans or gravitation. Pressure drop P is The basis for selecting a powerful enough pump for the intended fluid flow in a pipeline. Unfortunately, it is too complicated to be computed. But engineers must have this information to design the pipe flow. Following empirical formula is often used: P 1 Pump Pipe flow P 2 P P 1 2 P where ρ = mass density of the fluid, v = average velocity of the fluid flow, L = length of the pipe, D = diameter of the pipe, and f = friction factor from Moody chart f v 2 2 L D The friction factor f with the values available from the Moody chart is derived from experiments. 2 v Rb 1 2 P f kb v o 2 D 180 2 where f = Moody friction factor, v = average velocity of fluid flow, D = diameter of the pipe, R b = radius of the pipe bend, and k b = the bend loss coefficient. Numerical values of the bend loss coefficient k b are available in a handbook: The estimated pressure drop P is then used to design the pump or fan to drive the fluid through a pipeline.

Examples of Using Algebraic equations and formulas from textbooks and handbooks in Engineering Analysis 1) Determine the dynamic force induced by changing velocity of moving solid using the Newton s Law: Induced force (F) = Mass of the moving solid (M) x Acceleration (a) or Deceleration (-a) 2) Determine the induced stress to a solid bar by applied force using the Hooke s Law: Induced stress (σ = F/A) = E x Induced strain (ϵ = L/L) where F = applied force, A = cross-sectional area, E = Young s modulus (material property) L = elongation or contraction of the bar, L = original length of the bar 3) Determine the velocity of fluid flow in a pipe (nozzle) with variable cross-sections using continuity law: A 1 A 2 V 1 V 2 V A 1 2 V1 A2

Examples of using Differential and Integral Equations in Engineering Analysis 1) Differential Equations in Engineering Analysis: Determine the rate of solvent A with lighter concentration diffuses into solvent B with heavier concentration : C t 2 x, t C x, t D where C(x,t) = concentration of A at depth x and time t, D = diffusivity of diffusion of A to B x 2 2) Integral Equation in Engineering Analysis: Solve for function f(x) in the equation: 0 f x cos axdx { 1 0 0 1 1 Solution: f x 2 1 x 2 cos x

Numerical Solutions for Engineering Analysis Numerical solution methods are techniques by which the mathematical problems that are associated with engineering analysis cannot be solved by analytical methods, such as by the above methods in the tool box. Numerical techniques have greatly expanded the types of problems that engineers can handle in: (1) Solving nonlinear polynomial equations, (2) Graphic expressions of functions, (3) differential equations by finite difference methods and (4) Problems with complicated geometry, loading and boundary conditions, such as by the finite element methods. Example: To determine the stress induced in the plate with the following loading condition: w F d D F F Plain solid plate: EASY Plate with a small hole of diameter d is a much, much harder case Numerical solution by Finite element method: Principal tasks in numerical methods for engineering analysis is to develop algorithms that involve arithmetic and logical operations so that digital computers can perform such operations.

The Four Stages in General Engineering Analysis Engineers are expected to perform Engineering analysis on a variety of different cases in their careers. There is no set rules or procedure to follow for such analyses. Below are the 4 stages that one may follow in his (her) engineering analysis. Stage 1: Identification of the physical problem specification of the problem: To ensure knowing what the analysis is for on: Intended application(s) Possible geometry and size (dimensions) Materials for all components Loading: range in normal and overloading; nature of loading Other constraints and conditions, e.g., space, cost, government regulations Stage 2: Idealization of actual physical situations for subsequent mathematical analysis: Often, the engineer needs to make assumptions and hypotheses on the physical conditions of the problem, so that he (she) can handle the analysis by his (her) capability with the tools available to him or her. Stage 3: Mathematical modeling and analysis: by whatever means he (she) believes applicable e.g., solution methods from handbooks, computer software, company handbooks or own derived formula and equations, including differential equations, etc.. Stage 4: Interpretation of results a tricky but important task. To translate the results of math modeling with numbers, charts, graphs to physical sense applicable to the problem on hands

Example on a Simple Engineering Analysis Involving the Four Stages in General Engineering Analysis Stage 1: The problem: To design a coat hanger that will have sufficient strength to hang up to 6 pounds for an overcoat. A design synthesis resulted in the following conditions: Geometry and dimensions as shown: Material: plastic with allowable tensile strength @ 500 psi from a materials handbook 17 ¼ dia rods Stage 2: Idealization of actual physical situations for subsequent mathematical modeling and analysis: This is a beam bending problem. The solution on the strength of the hanger appears available in mechanics of materials. But the required geometry shown above is too complicated to be handled by available formula in textbooks or design handbooks. Need to make the following idealizations in order to use available formula in the analysis On geometry: Idealizes (?) (How realistic is this?) On loading condition: (?) P uniform distributed load of the coat = 0.3243 lb/in On boundary (end) conditions: P Rigidly held ends (how realistic is this?)

Stage 3: Mathematical modeling and analysis: Derive or search for suitable mathematical formulations to obtain solution on the specific engineering problem. In this case of coat hanger design, the solution required is: Will the assumed geometry and size of the hanger withstand the specified maximum weight of the coat up to 6 lbs? a physical statement The required solution is to keep the maximum stress in coat hanger induced by the expected maximum load (the weight of the coat) BELOW the allowable limit (the maximum tensile strength) of the hanger material (500 psi), as given (another physical statement) With the idealization in Stage 2, the maximum stress in the hanger can be computed from the formula on simple beam theory available from mechanics of materials (e.g., CE 112) textbook or a handbook for mechanical engineers Case of coat hanger Available case in textbook Distributed load, PCos(23.23 o ) = 0.298 lb/in Maximum stress, σ m = M m C/I where M m =max. bending moment, C radius of frame rod, I = area moment of Inertia of the frame rod 9.25

Results of Stage 3 analysis: We may compute the following: The area moment of inertia of the frame rod, I d 64 4 1.9165x10 4 in 4 The maximum bending moment, M m 2 2 p 0.298x(9.25) 3. 1872 8 8 lb in The radius of the frame rod, C = 0.125 The maximum bending stress, 3.1872x0.125 4 1.9165x10 m 2078. 8 psi occurs at both ends of the frame rod

Stage 4: Interpretation of results a tricky but very important task: Result from analysis in Stage 3 normally is in the form of NUMBERS, such as σ m = 2078.8 psi as in the present case of a coat hanger design. Require ways to interpret these numbers into physical senses, e.g. in the current case: Can the coat hanger with the assumed geometry and dimensions carry a 6-lb coat? There are VARIOUS ways available for such translation: A) For the case of structure-related design ONLY, one would use the following criterion: The max. stress, σ m < σ a where σ a = allowable stress = Maximum tensile strength from handbooks/safety Factor (SF) The SF in an analysis relates to the extent engineers can make use of the strength of the material There are a number of factors determining the SF in a structure design; The value of SF is set by designers based on the degree of sophistication of the analysis the less idealization made in Stage 2: e.g., low value of SF for more sophisticated analyses with fewer idealization and assumptions made in the analysis. Physically it means less material is needed The value of SF also relates to possible potential consequence of the case in the analysis For the case of coat hanger design, the σ m = 2078 psi > σ a = 500 psi with SF = 1. Physically, it means the coat hanger with the set geometry and dimensions CANNOT carry a 6-pound coat. The engineer will either adjust the assumed dimensions of the hanger, or reduce the weight of garment for the hanger to carry, following the following general design procedure.

B) Stage 4 Interpretation of Results in GENERAL General procedure in engineering design Optimum Design Conditions & Method Product specification Design Synthesis Initial Geometry & Dimensions Human Needs Stage 1: Understand the physical problem Stage 2: Idealization for math modeling Stage 3: Math modeling & analysis Design Analysis Adjustment of Geometry and/or Dimensions Refinement Criteria Met? Yes Optimization & Refinement No No Optimal Solution? Yes Final Geometry & Dimensions Engineering Drawings for Shop Production Stage 4: Interpretation of results No safety factors are involved Prototype & Testing No All Conditions Met? Yes Full Production

Chapter-End Assignment 1. Read the Example on Application of Engineering Analysis on a bridge on P. 9. 2. Conduct an engineering analysis on the above example but include the weights of the steel structure and the required concrete road surface for the bridge. Remind you that you do not always have the information and conditions given in your design analyses. You, as an engineer, needs to make reasonable and logical assumptions on these missing information based on available reference tools available to you. 3. Be prepared to answer the question on the significance of Safety Factor used in a design analysis of a structure or machine component. What are the fundamental principles for determining the numerical value of this factor? Explain why a SF = 4 is used in pressure vessel design by ASME design code, yet SF = 1.2 is used in aircraft structure design. 4. Be prepared to offer example of engineers making decisions and solve problems based on your personal experience.