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    INDIVIDUAL FINAL EXAM SPECIALISATION COURSE OPERATIONS AND SUPPLY CHAINS Read this carefully This exam is a closed book exam: you are not allowed to have books‚ articles‚ notes etc. on your desk. Please take care of your handwriting. You need to be very specific about which question you are answering - it is noticed here that often one question exists of several sub questions. Please explain all your answers and write down your name and student number on each sheet

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    Lecture - Week 5

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    3.4 Thermal Effect Shear strain In general‚ increase in temperature causes the atoms to vibrate more and makes average atomic spacing greater. Macroscopically‚ this will lead to dimension increase in solid: T + T  +V T – T  – V In an isotropic material‚ temperature change only introduces variation of direct (normal) strain. In other words‚ thermal deformation does not cause shear strain. where T0 is a reference temperature and  = coefficient of thermal expansion (C)-1 Hooke’s

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    Youngs Modulus

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    Solid Mechanics Lab Report Measurement of Young’s Modulus Sherin Joseph 00549618 Measurement of Young’s Modulus of Aluminium using Cantilever loading Abstract The Young’s modulus of Aluminium was calculated using the measurements of the cantilever deflections. A beam of aluminium was clamped on one end and the other end was loaded with different weights‚ ranging from 1 to 15N. The deflection was then measured using a dial gauge. The slope of a load (abscissa) vs. deflection (ordinate)

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    Strain Gauges

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    T.C.D | Measurement of Strain using Electrical Resistance Strain Gauges | 3B3 - Mechanics of Solids | | Adam McCreevey | 3/15/2013 | This is a laboratory to learn how to make measurements using a strain gauge by using different configurations‚ also to determine experimentally the axial and transverse stress at the surface of the beam and compare them to theoretical calculations | Introduction If a length of wire is subject to a stress within its elastic limits‚ the resulting

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    Geo for Rock Slope Stability

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    COMPARISONS OF SEISMIC ROCK SLOPE STABILITY ASSESSMENTS BETWEEN THE HOEK-BROWN FAILURE CRITERION AND MOHR-COULOMB FAILURE CRITERION By Qian Zhiguang A thesis is submitted for the degree of Bachelor of Civil engineering at The Deakin University School of Civil Engineering October 2012 Comparisons of the Hoek-Brown and Mohr-Coulomb ABSTRACT This paper describes uses limit equilibrium analyses to produce stability for rock slopes to show the difference between Mohr-Coulomb and

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    Ratcheting Analysis

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    SIMULATION OF RATCHETING BEHAVIOR BY FINITE ELEMENT METHOD M.Tech. Dissertation Submitted in partial fulfillment of the requirements for the award of the degree of Master of Technology by Ajit Gajanan Dongarkar Roll No. 00310601 under the guidance of Prof. P. Vasudevan and Prof. Amitava De Department of Mechanical Engineering Indian Institute of Technology Bombay. January 2003 1 Dissertation Approval Sheet This is to certify that the dissertation entitled “Simulation of Ratcheting

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    Portal Frame Analysis

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    University of Manchester University of Manchester NISHANT AGARWAL The report primarily discusses results obtained from the conducted experiments and includes computed data from the Kingston computer program. The value of the plastic moment capacity of each experiment was obtained; Obtained value was used to find the yield strength of the structures and compare them to typical values for mild steel. The important data is summarized in a table; followed by a list of important formulae. All

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    Saya Suka Kamu

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    MSE 313 Department of Materials Science and Engineering Spring 2005 Laboratory 7 Creep of Polymers Objective The aim of this laboratory is to demonstrate the phenomenon of creep in materials and its effect on the long term mechanical performance of materials. YOU MUST READ ASTM STANDARD D2990-01 BEFORE THE LAB Introduction Most of the materials experience time dependent permanent deformation as a function of time at a constant stress and this phenomenon is called creep

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    CSC Company Profile

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    1. Executive Summary CSC is an up and coming research company‚ which is determined to create innovative facial products for the entire population‚ In CSC ‘s process of making these skin care products‚ which are based on dark chocolates‚ CSC mainly made use of flavonols. Flavonols is a type of falonoid found in chocolates. It helps the skin look its best. Flavonols are also an antioxidant that helps the skin to protect itself from UV damage‚ fight free radicals which are harmful to our skin and

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    Sample Calculation

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    Sample Calculations I-Beam (S8x18.4) Dimensions: D= 8 in; h= 7.148 in; bf= 4.001 in; tw= 0.271in; tf= 0.426in; L (length of the beam) =18.4 in I= (bf*D3 – h3 (bf – tw))/12= 57.6 in4; E (Referenced value of Young’s modulus) = 29X106 psi Theoretical Strain: ε= σ/E= (M*y)/(E*I) P = load a = distance from support to the applied load (48 in) y = distance from neutral axis to the extreme element in y-direction The sing in the theoretical strain (±) determines if the strain is in compression

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