...California State University, Long Beach Mechanical and Aerospace Engineering Department MAE 361: Materials and Properties Laboratory Torsion Test of Metals and Polymers Date: October 29, 2013 Submitted To: Dr. Parvin Shariat Submitted By: Ryan Kim D. Lim - 008142015 Steven Reid - 007777066 Thomas Leininger- 008403601 Marco Evangelista – 007774076 Objective: The objective of this experiment is to determine the shear stress, shear strain, and shear modulus of elasticity of solid cylindrical specimens of steel, brass, aluminum, and a polymer. Procedure: 1. Plug the cord for the machine into the outlet hanging from the ceiling. 2. Zero the drum angle using start, forward/reverse, and speed on machine control. When start is triggered, you must specify the direction of movement, either forward or reverse. There are values on the drum which will indicate when you zero it out. 3. Measure diameter of the sample using a caliper and make sure to measure three different areas, preferably the two ends and the middle for an accurate measurement. Record the average of the three measurements. 4. Mount the specimen in the self tightening chucks of the machine: a. Slide weighing chuck horizontally of the machine and open jaws of the chuck to permit insertion of the specimen. b. Insert the specimen into the loading chuck and then slide the weighing chuck assembly to the right until it is stopped by the specimen ends. Move the weighing chuck around ½ inch away from...
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...TORSION Consider a bar to be rigidly attached at one end and twisted at the other end by a torque or twisting moment T equivalent to F × d, which is applied perpendicular to the axis of the bar, as shown in the figure. Such a bar is said to be in torsion. TORSIONAL SHEARING STRESS, τ For a solid or hollow circular shaft subject to a twisting moment T, the torsional shearing stress τ at a distance ρ from the center of the shaft is and where J is the polar moment of inertia of the section and r is the outer radius. For solid cylindrical shaft: For hollow cylindrical shaft: ANGLE OF TWIST The angle θ through which the bar length L will twist is where T is the torque in N·mm, L is the length of shaft in mm, G is shear modulus in MPa, J is the polar moment of inertia in mm4, D and d are diameter in mm, and r is the radius in mm. POWER TRANSMITTED BY THE SHAFT A shaft rotating with a constant angular velocity ω (in radians per second) is being acted by a twisting moment T. The power transmitted by the shaft is where T is the torque in N·m, f is the number of revolutions per second, and P is the power in watts. Problem 307 A solid steel shaft 5 m long is stressed at 80 MPa when twisted through 4°. Using G = 83 GPa, compute the shaft diameter. What power can be transmitted by the shaft at 20 Hz? Solution 307 answer answer Problem 308 A 2-in-diameter steel shaft rotates at 240 rpm. If...
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...SCHOOL OF ENGINEERING &TECHNOLOGY MECHANICAL & AUTOMOBILE ENGINEERING DEPARTMENT III TERM SECOND YEAR 1 Course number MEC211 2 Course Title STRENGTH OF MATERIALS 3 Credits 5 4 Contact Hours (LT- P) 3-1-2 5 Course Objective To understand the relationship between stress and strain in solids. 6 Course Outcomes On successful completion of this module students will be able to 1. Understand the concept of strain and stress, stress- strain diagram, Elastic constants and constitutive relations.. 2. Determine principal stresses and strain and locate principal planes. 3. Apply the theory of simple bending to compute stresses in beams of homogenous and composite sections of different shapes. 4. Calculate slope and deflection in beams.Use Double integration method, Macaulay’s method, moment area method methods to calculate slope and deflection for the following : a) Cantilevers b) Simply supported beams with or without overhang Under concentrated loads, uniformly distributed loads or combination of concentrated and uniformly distributed loads. 5. Apply different formulae to analyze stresses in struts and columns subjected to axial loads. 7 Outline syllabus 7.01 MEC211.A Unit A Simple stresses and strains 7.02 MEC211.A1 Unit A Topic 1 Concept of stress and strain, St. Venant’s principle, Stress and strain diagram, Hooke’s law, Young’s modulus (E), Modulus of Rigidity(G), Bulk modulus(K), Poisson ratio. 7.03 MEC211.A2 Unit A Topic 2 Stress and elongation...
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...CALIFORNIA STATE UNIVERSITY, LONG BEACH MECHANICAL & AEROSPACE ENGINEERING DEPARTMENT MAE 361 MATERIALS AND PROPERTIES LABORATORY TORSION TEST Your lab report should be typed with a font of 12 and have the different sections clearly labeled It is important to follow the lab report format given in this document. If the format is not followed 10% of your score will be deducted. When you finish writing this report you should have learned about Torsion Test. A quiz will be given when you turn in your lab report. You should know the following: * What is torsion test and why it is done. * What is angle of twist in elastic range * What is Torque * What is shear stress in the elastic range * What is shear strain in the elastic range. * Torsion in circular and noncircular shafts * What is Shear Modulus of Elasticity * What is polar moment of inertia * Stress Concentrations Your lab report should have the following sections: 1. COVER PAGE Cover page should include the objective of the experiment and the following information Your name & ID number Instructor’s name Course name and title Name of the experiment Date the experiment was performed. Department California State University, Long Beach All of this information should be arranged nicely on the cover page. Remember your cover page is the first thing that introduces you to the reader.(3points) OBJECTIVE Clearly state objectives of the experiment...
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...Machine Design (Multiple Choice Questions) 1. The ultimate strength of steel in tension in comparison to shear is in the ratio of (a) 1 : l (b) 2:1 (c) 3 : 2 (d) 2 : 3 (e) 1 : 2 Ans: c 2. The pci Tnissible stress for carbon steel under static loading is generally taken as (a) 2000-3000 kg/pm2 (b) 3000-4000 kg/cm2 (c) 4000-J500 kg/cm2 (d) 7500-10,000 kg/cm2 (e) 10,000-15,000 kg/cm2. Ans: c 3. The property of a material which enables it to resist fracture due to high impact loads is known as (a) elasticity (b) endurance (c) strength (d) toughness (e) resilience. Ans: d 4. A hot short metal is (a) brittle when cold (b) brittle when hot (c) brittle under all conditions (d) ductile at high temperature (e) hard when hot. Ans: b 5. Guest's theory of failure is applicable for following type of materials (a) brittle (b) ductile (c) elastic (d) plastic (e) tough. Ans: b 6. Rankine's theory of failure is applicable for following type of materials (a) brittle (b) ductile (c) elastic (d) plastic (e) tough. Ans: a 7. If an unsupported uniform cross sectional elastic bar is subjected to a longitudinal impact from a rigid bob moving with velocity v, then a compressive wave of intensity sc is propagated through the bar as follows (a) vpE (b) vVvF (c) WpE/2 (d) IvHpE (e) none of the above, where E = modulus of elasticity and p = mass density. Ans: a 8. Tensile strength of a mild steel specimen can be roughly predicted from following...
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...external forces and/or induced forces. Stress is the lead to accurately describe and predict the elastic deformation of a body. Simple stress can be classified as normal stress, shear stress, and bearing stress. Normal stress develops when a force is applied perpendicular to the cross-sectional area of the material. If the force is going to pull the material, the stress is said to be tensile stress and compressive stress develops when the material is being compressed by two opposing forces. Shear stress is developed if the applied force is parallel to the resisting area. Example is the bolt that holds the tension rod in its anchor. Another condition of shearing is when we twist a bar along its longitudinal axis. This type of shearing is called torsion and covered in Chapter 3. Another type of simple stress is the bearing stress, it is the contact pressure between two bodies. Suspension bridges are good example of structures that carry these stresses. The weight of the vehicle is carried by the bridge deck and passes the force to the stringers (vertical cables), which in turn, supported by the main suspension cables. The suspension cables then transferred the force into bridge towers. Normal Stress Stress Stress is the expression of force applied to a unit area of surface. It is measured in psi (English unit) or in MPa (SI unit). Another unit of stress which is not commonly used is the dynes (cgs unit). Stress is the ratio of force over area. stress = force / area Simple Stresses ...
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...system break down which is a disastrous effect. This project studies a model vibration of a four-cylinder engine which is mounted on a cantilever. This system can be modeled as a mass spring system so that the vibration of the system can be studied. These vibrations are mainly due to the unbalance of primary or secondary forces and couples. 1. Background The model engine consists of four cylinders mounted of a crank shaft with different crank phase angles. A DC motor with a variable speed control drives the shaft and makes the four-cylinder to rotate. The shaft is rotating at a constant angular speed, however, producing an acceleration on the pistons. Hence there are some inertia forces acting on the crank shaft due to these accelerations. The relative crank phase angles of the four cylinders can be adjusted by loosen three Allan screws to each point of the adjustment. Each crank shaft is to be dynamically balanced with the usual conventional allowance for the effect of its connecting rod. This helps the assembled crank shaft to remains substantially balanced for rotating effects. The mass center G of the assembly is on the cantilever. There are two units of Linear Variable Displacement Transducer which are equipped...
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...PUNJAB TECHNICAL UNIVERSITY KAPURTHALA Scheme& Syllabus of B. Tech. Mechanical Engineering [M.E.] 3rd & 4th Semester effective for Batch 2011 By Board of Studies Mechanical Engineering/ Production Engineering / Industrial Engineering Punjab Technical University B.Tech Mechanical Engineering (ME) Batch 2011 Approved on June 27, 2012 Third Semester Course Code BTME301 BTME302 BTME303 BTME304 BTME305 BTME306 BTME307 Course Name Load Allocation L 3 3 1 4 4 3 18 T 1 1 1 3 P 6 2 2 2 1 13 Contact Hours: 34 Hrs. Marks Distribution Internal 40 40 40 40 40 40 30 30 30 60 390 External 60 60 60 60 60 60 20 20 20 40 460 Total Marks 100 100 100 100 100 100 50 50 50 100 850 Credits Strength of Materials- I Theory of Machines-I Machine Drawing Applied Thermodynamics -I 4 4 4 5 4 3 1 1 2 1 29 Manufacturing Processes – I Engineering Materials & Metallurgy Engineering Materials & Metallurgy Lab BTME308 Strength of Materials Lab. BTME309 Applied Thermodynamics Lab Advisory Meeting BTME 310 Workshop Training* Total * Workshop Training will be imparted in the Institution at the end of 2 nd semester for Four (04) weeks duration (Minimum 36 hours per week). Industrial tour will also form part of this training. Fourth Semester Course Code BTME401 BTME402 BTME403 BTME404 BTME405 BTME406 BTME407 Course Name Strength of Materials – II Theory of Machines – II Fluid Mechanics Applied Thermodynamics - II Manufacturing Processes-II Fluid Mechanics Lab Manufacturing Processes...
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...Mega-Group Protozoans (Protist) - unicellular eukaryotes lacking collagen and chitinous celle walls; all nonphotosynthetic in primitive condition * Alveolates – possess distinctive membrane bound sacs * Ciliphorates – all individuals possess 1 micronucleus and 1 macronucleus * Dinoflagellates – bears 2 structurally distinct flagella; bioluminescence; flagella beat in patter, ‘whirl’ * Apicomplexa – endo parasitic (needs vectors); adults sessile * Flagellates – possess 1 or more flagella * Euglena * Amoebozoa – nearly all possess branching tubular mitochondrial cristae * Gymnamoebae – heterotrophic; shapless bodies; (fingerlike) pseudopodia; eats phagocytosis * Eumycetozoa – acellular slime mold forms plasmodium, cellular slime mold forms pseudoplasmodium; loss nutrients stimulates forming sporangia; * Xenophyophoreans – deep marine organisms; cement foreign particles to form test; largest known protists * Group Rhizaria – forms a test (hard covering) from CaCO3, silica, or strontium sulfate * Phylum Foraminifera – test formed from CaCO3; primarily marine * Phylum Radiolaria – test formed from silica or strontium sulfate; planktonic organisms; have axopodia; Phylum Placozoa – multicellular; amorphous; mobile (flagella); external digestion (no body cavity/mouth); asexual (budding); embryos formed (no use, never fertilized/hatched) Phylum Porifera - have choanocyte, spicules, and archeocyte; lack nerves...
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...1 DESIGN PARAMETERS ASSUMED 4.2 CHEMICAL COMPOSITION 4.3 DESIGN PROCEDURE 4.4 BALANCING OF CRANKSHAFT 5. CRANKSHAFT DRAWING 6. MANUFACTURING PROCESSES 7. PROCESS FLOW CHART 8. REFERENCES Page 3 of 25 CHAPTER -1 INTRODUCTION Crankshaft (i.e. a shaft with a crank) is a central component of any internal combustion engine and is used to convert reciprocating motion of the piston into rotatory motion or vice versa. Crankshafts come in many shapes and sizes from small ones found in two-stroke small engines to giant ones found in diesel engines in ships. Crankshafts in automotive engines also vary, each one unique to its engine type and make. The crankshaft main journals rotate in a set of supporting bearings ("main bearings"), causing the offset rod journals to rotate in a circular path around the main journal centers, the diameter of which is twice the offset of the rod journals. The diameter of that path is the engine "stroke": the distance the piston moves up and down in its cylinder. The big ends of the connecting rods ("conrods") contain bearings ("rod bearings") which ride on the offset rod journals. The crankshaft consists of the shaft parts which revolve in the main bearings, the crankpins to which the big ends of the connecting rod are connected, the crank arms or webs (also called cheeks) which connect the...
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...Handbook of Formulae and Physical Constants For The Use Of Students And Examination Candidates Duplication of this material for student in-class use or for examination purposes is permitted without written approval. Approved by the Interprovincial Power Engineering Curriculum Committee and the Provincial Chief Inspectors' Association's Committee for the standardization of Power Engineer's Examinations n Canada. www.powerengineering.ca Printed July 2003 Table of Contents TOPIC PAGE SI Multiples..........................................................................................1 Basic Units (distance, area, volume, mass, density) ............................2 Mathematical Formulae .......................................................................5 Applied Mechanics .............................................................................10 Thermodynamics.................................................................................21 Fluid Mechanics..................................................................................28 Electricity............................................................................................30 Periodic Table .....................................................................................34 Names in the Metric System VALUE 1 000 000 000 000 1 000 000 000 1 000 000 1 000 100 10 0.1 0.01 0.001 0.000 001 0.000 000 001 0.000 000 000 001 EXPONENT 1012 109 106 103 102 101 10-1 10-2 10-3 10-6 10-9...
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...TAMPERE UNIVERSITY OF APPLIED SCIENES Environmental Engineering Final thesis Timo Flaspöhler Design of the runner of a Kaplan turbine for small hydroelectric power plants Supervisor Commissioned by Tampere 2007 Jaakko Mattila Tampere University of Applied Sciences, Mechanical engineering department TAMPERE UNIVERSITY OF APPLIED SCIENES Environmental Engineering Timo Flaspöhler Final thesis Supervisor November 2007 Keywords Design of the runner of a Kaplan turbine for small hydroelectric power plants 78 pages, 42 pages Appendix Jaakko Mattila Electricity tariff, small hydroelectric power plant, Kaplan turbine, runner, adaptation mechanism, stress analysis, technical drawings ABSTRACT The final thesis deals with the design of the runner of a Kaplan turbine. It might be that due to the increasing of the electricity tariff in the last years small hydroelectric power plants become cost effective. Since the runner of a small hydroelectric power plant is quite small, it has to be reexamined if the hub of the runner provides enough room for a proper adaptation mechanism. For this purpose the main characteristics of the runner are determined. Then, important data such as the suction head, the occurring forces or the critical speed are established. After those data are known, a detailed stress analysis of the developed adaptation mechanism follows. The stress analysis shows that the mechanism to adjust the blades is able to withstand the occurring forces. Finally...
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...DESIGN AND ANALYSIS OF A CHASSIS FOR A 60 TON PAY LOAD Abstract: As the chassis frame forms the backbone of a heavy vehicle, its principal function is to safely carry the maximum load for all designed operating conditions. To achieve a satisfactory performance, the construction of a chassis is the result of careful design and rigorous testing. Various manufacturers have individual design concepts and different methods of achieving the desired performance standards for the complete chassis, not all chassis components are interchangeable between various makes and models of vehicles. So, there is no standard design for chassis frame. Even though start with the chassis frame design start with selection of the section for side rails and cross members. In this paper we have designed a chassis for storage cum resting fixture. Storage cum resting fixture is a structure of length 11000mm & width 2300mm, used to store cylindrical specimens of various sizes and weights in horizontal configuration. The storage cum resting fixture is used to carry the propellant stored in the cylindrical specimens. The trolley fixture should be designed for a maximum pay load of 60 tons. The Objective of my project is to design a chassis for a pay load of 60 Tons. The design process involves manual design calculations, 3d modeling using UNIGRAPHICS software and analysis to validate the design. Ansys package has been implemented to perform the structural analysis. ...
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...*3963103* [3963] – 103 T.E. (Petroleum) (Semester – I) Examination, 2011 DRILLING & PRODUCTION OPERATIONS (2003 Course) Time : 3 Hours Max. Marks : 100 Instructions : 1) Question Nos. 1 and 5 are compulsory. Out of the remaining attempt 2 questions from Section I and 2 questions from Section II. 2) Answers to the two Sections should be written in separate books. 3) Neat diagrams must be drawn wherever necessary. 4) Black figures to the right indicate full marks. 5) Use of Logarithmic Tables, Slide Rule, Mollier Charts, Electronic Pocket Calculator and Steam Tables is allowed. 6) Assume suitable data, if necessary. SECTION – I 1. What are different systems on a drilling rig ? Explain any one in detail with suitable diagramme. 18 2. a) Calculate Bottom hole pressure if well depth is 2500 m and mud weight is 1.2 gm/cc. b) Calculate mud weight if mud gradient is 0.87 psi/ft. ′ c) Calculate volume bbl/meter for drill pipe O.D. = 5′ inch and I.D. = 4.276 inch. 2 2 2 10 8 8 16 d) Draw circulation system on a drilling rig. 3. a) Discuss IADC classification of a bit in details. b) Discuss different factors affecting rate of penetration in details. 4. Write short note on : i) Coring ii) Fishing tools iii) BOP iv) Directional well P.T.O. [3963] – 103 -2- *3963103* SECTION – II 5. a) Discuss different types of casings and function of the casings in brief. b) Discuss different types of well completion techniques. 6. a) Discuss primary cementation process with...
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...ate Aptitude Test in Engineering GATE 2014 Brochure Table of Contents 1. Introduction .............................................................................................................1 2. About GATE 2014 ......................................................................................................1 2.1. Financial Assistance ............................................................................................................................ 1 2.2 Employment ............................................................................................................................................ 2 2.3 Administration ....................................................................................................................................... 2 3.1 Changes Introduced in GATE 2013 that will continue to remain in force for GATE 2014 .......................................................................................................................................................... 3 4.1 Eligibility for GATE 2014 ................................................................................................................... 4 4.2 GATE Papers ............................................................................................................................................ 5 4.3 Zone-Wise List of Cities in which GATE 2014 will be Held ................................................... 6 4.4 Zone-Wise List of Cities for 3rd...
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