Engineering Question

MEE 324 Structural Mechanics Lab Lab One: Tension Test (Elasticity & Plasticity) Instructors: Dr. Masoud Yekani Fard and Dr. Dallas Kingsbury 1. Objectives The objectives of this lab experiment are as follows: a. Carry out the tensile test on plain carbon steel and aluminum specimens to measure Young’s Modulus (E), yield strength (SY), ultimate tensile strength (SUTS), % elongation, percentage of reduction of area, fracture strength (SF), and power-law plasticity coefficients. b. Plot the tension stress-strain relationship them. Use linear regression and zero shift to discard non-meaningful data and verify the validity of your results using literature values. c. Observe necking and other failure analyses on and near the fracture surface of ductile samples. d. Prepare a lab report to (i) describe the experiment and the results; (ii) compare the results with the expectations from theory (MAE 213 and MEE 322); (iii) discuss the possible reasons for the differences between theory and the experimental observations. 2. Description A loading machine will be used (Fig. 1a) to apply axial tensile load “P” at the ends of a bone-shaped specimen. A load cell and a strain gauge (or an extensometer (Fig. 1b)) will measure load and displacement (or strain) data points for the entire test. The collected data must be analyzed to determine all the quantities of interest related to the objectives listed in Section 1. The experiment will be done in displacement control with a 1 mm/min speed. The load will be increased until the complete fracture of the specimen. The lab manager (or TAs) will show how to set the parameters before the test. Fig. 1 (a) Loading frame model Instron 4411, (b) Extensometer 3. Procedure The students will measure the diameter of “dog-bone” specimens (Fig. 2) at three different places along the gauge length of the specimens and calculate the average value. The students will measure the entire length of the specimens (L1) and the length of grip areas with the larger diameter (L2). These measurements must be done before the sample is mounted on the machine. The length of the gauge length area is calculated as L0 = L1 – L2. The lab manager (or the TAs) mount one of the specimens. You will be asked to mount another specimen or help in the process of doing so for the remaining samples. Please make sure you pay particular attention to the safety precautions required during sample mounting and dismounting. In addition, care should be exercised to keep the sample from deforming during mounting. The extensometer is a sensitive and delicate device that measures the elongation of the sample, which allows the calculation of the strain. The extensometer will be installed on the sample using rubber bands by the lab supervisor after the sample is mounted on the machine. Monitor the reading from the extensometer on the load frame control panel or the computer. The lab supervisor may have to manipulate the rubber bands if the reading deviates from zero until the reading is acceptable. A high deviation from zero means that the extensometer’s gauge length is different from its calibration point; it affects the strain values stored during the test. After the test is done, the students should dismount the broken sample from the machine, observe the sample and pay close attention to the fracture surfaces at both ends of the specimen. You should discuss the fracture surface in the lab report. The ductile samples should develop a localized region where the diameter decreases until a fracture occurs. This region is called the “neck.” Measure the diameter at the neck and far from it. In addition, put the two pieces together the best way you can and measure the total length of the specimens. Fig. 2 (a) A dog-bone sample, (b) Schematic diagram of a tension test 4. Theory 4.1 Engineering Stress and Engineering Strain Engineering stress and engineering strain are defined using the original cross-sectional area and length. The material properties are determined from the engineering stress-strain diagram. In the elastic regime, engineering stress and engineering strain can be defined as: 𝜎𝜎𝑒𝑒𝑒𝑒𝑒𝑒,𝑖𝑖 = 𝜀𝜀𝑒𝑒𝑒𝑒𝑒𝑒,𝑖𝑖 = 𝑃𝑃𝑖𝑖 (1) ∆𝑙𝑙𝑖𝑖 (2) 𝐴𝐴0 𝐿𝐿0 where σeng,i and εeng,i are the engineering stress and strain at stage “i”, Pi and ∆li are the load and elongation at stage “i”, and A0 and L0 are the initial cross section area and the initial length. The gauge length of the extensometer (0.5” = 12.7 mm) is used for L0. The students should plot the engineering stress-engineering strain curve to find the slope of the curve, i.e., Young’s modulus. The stress and strain tensors for the elastic behavior if the load is assumed in the Z direction is as follows: 0 𝜎𝜎 = �0 0 0 0 0 −𝜗𝜗∆𝐿𝐿𝑖𝑖 ⎡ 𝐿𝐿0 ⎢ 𝜀𝜀 = ⎢ 0 ⎢ ⎣ 0 0 0� (3) 𝑃𝑃𝑖𝑖 𝐴𝐴0 0 −𝜗𝜗∆𝐿𝐿𝑖𝑖 𝐿𝐿0 0 0⎤ ⎥ 0⎥ ∆𝐿𝐿𝑖𝑖 ⎥ 𝐿𝐿0 ⎦ (4) where υ is the Poisson’s ratio. The normal strain in Z direction is as follows. (5) 𝜎𝜎𝑧𝑧𝑧𝑧 = 𝐸𝐸. 𝜀𝜀𝑧𝑧𝑧𝑧 The students should use software to fit a straight line to the elastic part of the engineering stress and strain data. The slope of the line will be the value of E. Ensure that only data corresponding to the linear relationship is included in the analysis. Perform a zero shift if needed. There could be some data at the beginning of the test that you may have to discard before doing the linear fit. The value of the engineering stress at which for a slight increase in load (stress) there is a jump in deformation (strain) is called Yield Strength (SYield). One usual practice is to measure the stress at 0.2% plastic strain called the 0.2% offset yield strength. The value of the stress at the intersection of the line with a slope equal to E, starting at a strain equal to 0.002 (0.2%), with the engineering stress-engineering strain curve, is then taken as the yield strength (Fig. 3). Use the 0.2% offset yield strength technique in your lab report and report the yield strength. The ultimate tensile strength (σUTS) is the maximum load per unit of the original cross-section area that the sample can withstand. It is the maximum value of stress in the engineering stress-engineering strain curve. The Fracture strength (σf) is an estimate of the actual fracture stress. The presence of the neck changes the geometry so much that the state of stress at and around the neck is no longer uniaxial. The percentage of elongation (100 × εf) is the engineering strain at the fracture point. The Percentage of area reduction (%R.A.) measures ductility, which is the capacity of a material to deform plastically before breaking. %𝑅𝑅. 𝐴𝐴. = 100 × 𝐴𝐴0 − 𝐴𝐴𝑓𝑓 𝐴𝐴0 (6) where Af is the area at the fracture. The percentage of elongation and the percentage of area reduction are ductility measures; both properties should be reported to have a complete characterization of the material behavior. Fig. 3 Typical engineering stress-engineering strain curve True stress and true strain are calculated based on the actual dimensions with deformation. Note that within the elastic regime σtrue ≈ σeng and εtrue ≈ εeng. A more significant numerical difference appears once yielding is reached, and plastic deformation begins. True stress-true strain curve considers the significant changes in the geometry of the samples as the plastic strain increases. 𝜎𝜎𝑡𝑡𝑡𝑡𝑡𝑡𝑡𝑡,𝑖𝑖 = 𝑃𝑃𝑖𝑖 𝐴𝐴𝑖𝑖 (7) 𝐿𝐿 𝜀𝜀𝑡𝑡𝑡𝑡𝑡𝑡𝑡𝑡,𝑖𝑖 = ln � 𝑖𝑖 � = ln � 𝐿𝐿0 𝐿𝐿0 + ∆𝐿𝐿𝑖𝑖 𝐿𝐿0 � = ln�1 + 𝜀𝜀𝑒𝑒𝑒𝑒𝑒𝑒,𝑖𝑖 � (8) where σtrue,i and εtrue,i are the true stress and strain at stage “i”, Ai and Li are the cross section area and the length at stage “i”. The instantaneous cross-section area of the specimen can be calculated taking advantage of the fact that plastic deformation in metals is incompressible, i.e., volume is constant. For a cylindrical specimen, this implies that: 𝐴𝐴0 𝐿𝐿0 = 𝐴𝐴𝑖𝑖 𝐿𝐿𝑖𝑖 → 𝐴𝐴𝑖𝑖 = 𝐴𝐴0 𝐿𝐿0 𝐿𝐿𝑖𝑖 = 𝐴𝐴0 𝐿𝐿𝑖𝑖 𝐿𝐿0 = 𝐴𝐴0 �1+𝜀𝜀𝑒𝑒𝑒𝑒𝑒𝑒,𝑖𝑖 � (9) The assumption of constant volume is valid for homogeneous plastic deformation in the gauge length of the specimen. Therefore, once the neck starts (localized deformation), the assumption used for the equations shown above is no longer valid, and the instantaneous cross-section area cannot be obtained. Hence, the true stress-true strain curve can be obtained until the ultimate tensile strength, which is the point where necking starts. The coefficients of the power-law equation relating the true stress and the true strain for the plastic regime are as follows: 𝑛𝑛 𝜎𝜎𝑡𝑡𝑡𝑡𝑡𝑡𝑡𝑡,𝑝𝑝 = 𝜎𝜎0 𝜀𝜀𝑡𝑡𝑡𝑡𝑡𝑡𝑡𝑡,𝑝𝑝 + 𝜎𝜎𝑌𝑌𝑌𝑌𝑌𝑌𝑌𝑌𝑌𝑌 (10) where σtrue,p and εtrue,p are the true stress and true strain within the plastic regime. σ0 and n are the stress coefficient and hardening coefficient and are obtained by plotting the natural log of the true stress vs. the natural log of the true strain. This should result in a straight line as follows: ln�𝜎𝜎𝑡𝑡𝑡𝑡𝑡𝑡𝑡𝑡,𝑝𝑝 − 𝜎𝜎𝑌𝑌𝑌𝑌𝑌𝑌𝑌𝑌𝑌𝑌 � = ln(𝜎𝜎0 ) + 𝑛𝑛 ln 𝜀𝜀𝑡𝑡𝑡𝑡𝑡𝑡𝑡𝑡,𝑝𝑝 (11) If the strain and the stress follow the power-law hardening, then a plot of the natural log of true stress vs. the natural log of true strain must be a straight line. The stress and hardening coefficients are obtained by fitting a straight line to the data between yielding and UTS. Students ensure that all the points are well within the plastic regime before plotting the appropriate curves. Including data from the elastic regime will result in erroneous values for stress and hardening coefficients. In the case of steel, the range of the yielding phenomenon (“wiggly” part of the curve) just after the elastic regime does not obey the power-law hardening; therefore, use the data between the end of yielding and UTS. Students must use the computer to fit a straight line to the data. Fittings done by hand are too inaccurate to be of any use. 5. Report guidelines The report should be no longer than seven pages, including the title and the references. Title page [5 points]: Must contain lab number and title; full name; date of the experiment; and due date. Abstract [5 points]: The abstract should not be more than 250 words, and it must contain a brief description of what was done, the objectives of the experiment, and the main results regarding the properties measured and the differences among the materials tested. Data analysis and discussions [For the 2 ductile materials (steel and 2024 aluminum) [35×2 = 70 points]]: a. Plot the engineering stress-engineering strain diagram; [8 pts] b. Perform linear regression on the diagram to estimate the Young’s modulus E; [3 pts] c. Determine the yielding strength (σyield), ultimate tensile strength (σUTS), and fracture strength (σf) from the diagram; [6 pts] d. Calculate the percentage of elongation and the percentage of area reduction; [4 pts] e. Plot the true stress-true strain diagram; [6 pts] f. Obtain a log-log true stress-true strain diagram for the data points between yielding and UTS; [4 pts] g. Perform linear regression on the log-log diagram to estimate stress coefficient and hardening coefficient; [4 pts] Literature Values [10 points]: Find “literature” values of the measured material properties (E, σYield , σUTS) in the literature and discuss the difference and similarities. Conclusion [8 points]: This section should summarize the principal ideas extracted from the results and discussion. References [2 points]: The report should include a list of all the books and journal papers used in writing the lab report. Note: Make sure to sign the attendance sheet.

IT 448 Saudi Electronic University Mobile Application Worksheet

College of Computing and Informatics Assignment 2 Deadline: Sunday, 24/04/2022 @ 23:59 [Total Mark for this Assignment is 8] Student Details: Name: ### ID: ### CRN: ### Instructions: • • • • • • • • • • You must submit two separate copies (one Word file and one PDF file) using the Assignment Template on Blackboard via the allocated folder. These files must not be in compressed format. It is your responsibility to check and make sure that you have uploaded both the correct files. Zero mark will be given if you try to bypass the SafeAssign (e.g. misspell words, remove spaces between words, hide characters, use different character sets, convert text into image or languages other than English or any kind of manipulation). Email submission will not be accepted. You are advised to make your work clear and well-presented. This includes filling your information on the cover page. You must use this template, failing which will result in zero mark. You MUST show all your work, and text must not be converted into an image, unless specified otherwise by the question. Late submission will result in ZERO mark. The work should be your own, copying from students or other resources will result in ZERO mark. Use Times New Roman font for all your answers. Question One Pg. 01 Learning Outcome(s): Instructors: Design application interfaces for mobile devices using appropriate software. Question One 3 Marks According to the below screenshot of an app, build an Android App that has a set of java files that implement an adapter with RecyclerView. The details of the java files you need to create are described below. 1. The first java file should contain a data field which is in this case: Movie_name, Director_name, Production_year. 2. The second java file contains MovieViewHolder. 3. The third java file contains the MovieAdapter which is act as a bridge between the data items and the View inside of RecycleView. 4. The Mainactivity java file will contain some samples data to display. HINT: Include the screenshot of your App, after you run the app, as a part of your answer. In addition, copy and paste the code into this file. Otherwise, you will be marked zero for this question. ANSWER: Question Two Pg. 02 Learning Outcome(s): Question Two 2 Marks Instructors: Write two Java files for the following Android project’s screenshot. The project has two activities and by using the Android intents you can switch between Activity classes and pass data. Design 1. The first activity is to enter your name and your ID number. application 2. The second activity will display the information that you sent from the first activity when you click the “SEND DATA” button. interfaces for mobile devices using appropriate software First activity Second activity HINT: Include the screenshot of your App, after you run the app, as a part of your answer. In addition, copy and paste the code into this file. Otherwise, you will be marked zero for this question. ANSWER: Question Three Pg. 03 Learning Outcome(s): Instructors: Design application interfaces for mobile devices using appropriate software Question Three What does the output of the following React app? // React app import React from ‘react’; import {render} from ‘react-dom’; import ExpenseEntryItem from ‘./components/ExpenseEntryItem’ render( Menu Thank you , document.getElementById(‘root’) ); ———————————————————————————-// “ExpenseEntryItem” Component import React, { Component } from “react”; class ExpenseEntryItem extends Component { render() { return ( Item: Mango Juice Amount: 30.00 Spend Date: 2020-10-10 Category: Food ); } } export default ExpenseEntryItem; ANSWER: 2 Marks Question Four Pg. 04 Learning Outcome(s): Instructors: Describe technologies that enable the development of applications for mobile devices. Question Four What is the difference between React app and React Native app? ANSWER: 1 Marks

Project Integration And Scope Management

Project Scope management PROJECT INTEGRATION MANAGEMENT STUDENT’S NAME: COURSE TITLE: DATE: TUESDAY, JULY 18, 2017 Running head: Project Scope management Table of Contents PROJECT INTEGRATION MANAGEMENT: 2 TASKS ……………………………………………………………….. 3 1. Weighted decision matrix ………………………………………………………………………………………………….. 3 2. Project charter for the recreation and wellness intranet project (Fried, 2008) ……………………………. 7 PROJECT SCOPE MANAGEMENT (3 TASKS) …………………………………………………………………………… 8 1. First version of a scope statement for the project (.projectmanagementdocs.com, 2016) ……………. 8 2. A work breakdown structure (WBS) for the project …………………………………………………………….. 10 3. Gantt chart ……………………………………………………………………………………………………………………… 11 References ……………………………………………………………………………………………………………………………….. 12 Running head: Project Scope management PROJECT INTEGRATION MANAGEMENT: 2 TASKS 1. Weighted decision matrix Weighted decision matrix helps in making decision by considering the important factor of a project and putting score on them. (MarkFL

CSIS 297 San Diego State University C Programming Array Project

Question Description

I’m working on a computer science project and need guidance to help me study.

Create a program that stores 8 array elements using the random function and then prints the following:

  1. Every stored number
  2. Every other even number
  3. All numbers in reverse order

Flooding Attack

FLOODING METHODS IN COMPUTER SCIENCE CAN BE SET UP IN ONE OF TWO WAYS: EACH NODE FUNCTIONS AS BOTH A TRANSMITTER AND A RECEIVER, OR EACH NODE ATTEMPTS TO DELIVER THE PACKET TO ALL ITS EQUIVALENTS EXCEPT THE SOURCE NODE. THE FLOODING DATA ULTIMATELY HITS ALL NODES INSIDE THE NETWORK, REGARDLESS

Lamar University Cloud Computing Reflection

Description

 

 

Provide a reflection of at least 600 words (2 pages double spaced excluding Title and Reference pages) that summarizes what you feel are the most important or interesting concepts you have learned so far in this Cloud Computing course.  Would be good to include an insight as to whether the learning was new to you or reinforced knowledge that you already had.

Course Name: Cloud computing

Explanation & Answer:

600 words

Research Design Assignment

THE RESEARCH DESIGN The Research Design Name: Institution: Professor; Date: 1 Running Head: THE RESEARCH DESIGN A descriptive, research survey design was used to investigate the level of energy consumption in various households. More specifically, the research addressed the following research question: Do people get back appreciable returns from the payments t hey make to get the energy? The target population for this study was households in the neighborhood. The sample households were selected using simple random sampling. The selections were based on the focus of the research study, which entailed all the households that use energy. The selection process led to 40 households. Out of these 40 households, 5 were eliminated since they were not connected to power directly. The remaining households were then visited and interviews conducted on the breadwinners. The interviews conducted were face to face since it was cheaper compared to other forms such as telephone and video conferencing. Additionally, the interview would guarantee high response rate for quicker analysis of the data (Doody & Noonan, 2013). In most instances, the fathers were found to be the ones footing the electricity bills while in others this task was done by the mother. Other households had guardians responsible for settling the bills. The interviewees were asked whether the utility that they derive from the energy that they use is worth the cost that comes with it. Out of the 35 househ

Answer To Probability Project.

Topic 3: Probability project Below are some explanations and justifications made on some statements that stand on the misconception side of the world. Statement one: I have flipped an unbiased coin three times and got heads, it is more likely to get tails the next time I flip it. The above statement is incorrect. If you flip a coin, the probability of getting a head is one half. That means the probability of getting a tail is still a half. The probability of getting a head and a tail at the same time in a single flip is zero. When flipping a coin the outcomes of events are independent of each other. This means that if you flip an unbiased coin three times and got three heads consecutively, the probability of getting a tail in the fourth flip remains a half (Gan, 2009). Therefore, we conclude that having three heads as the consecutive outcomes do not affect the outcome of the fourth event. Statement two: The Rovers play Mustangs. They have the probability of making a win, a loose, or a draw, so the probability of winning stands at 1/3 The above statement is incorrect. Rovers possess different levels of skills and abilities in playing this game. This means that the probability

Realan1258

1. A function 𝑓: 𝑀 → 𝑀1 is called continuous in a point 𝑚 ∈ 𝑀 if it is defined in some neighborhood of 𝑚 and ∀𝜀 > 0 ∃𝛿(𝜀): ∀𝑥 ∈ 𝐵𝛿(𝜀) (𝑚) ⇒ 𝑓(𝑥) ∈ 𝐵𝜀 (𝑓(𝑚)). Here 𝐵𝑟 (𝑦) denotes the open ball centered at 𝑦 with the radius 𝑟 in the corresponding metric space, 𝐵𝑟 (𝑦) = {𝑥 ∈ 𝑀: 𝜌(𝑥, 𝑦) < 𝑟}. a. It is evident for 𝑐 = 0. For nonzero 𝑐 estimate |𝑐𝑓(𝑥) − 𝑐𝑓(𝑚)| = |𝑐||𝑓(𝑥) − 𝑓(𝑚)|, 𝜀 which is < 𝜀 for ∀𝑥 ∈ 𝐵𝛿(𝜀) (𝑚) (because for those 𝑥 |𝑓(𝑥) − 𝑓(𝑚)| < 𝑐). 𝑐 b. Given 𝜀 > 0 and having 𝛿𝑓 (𝜀) and 𝛿𝑔 (𝜀) from the definition of continuity, use 𝜀 𝜀 𝛿(𝜀) = min (𝛿𝑓 ( ), 𝛿𝑔 ( )) > 0 2 2 which is sufficient: |(𝑓(𝑥) + 𝑔(𝑥)) − (𝑓(𝑚) …

Math 980 quiz

Description

One application of ‘Linear Equations’ is the concept of the relationship between the distance traveled, the rate of travel and the time traveled. Under the assumption that the rate is constant, the relationship becomes the formula: distance = rate x time. (D = RT)

1.Suppose the distance in miles traveled from home to school is 15 miles. Suppose this distance can be travelled in 36 minutes. Find the time in hours travelled from home to school. The minutes can be divided by 60 to get hours. For example 45 minutes = 45/60 = 0.75 hours. Write the answer at a number only with a zero before the decimal, i.e. 0.75.

2.You have found a new route to school that is 12 miles. You can drive the new route in 0.4 hours. Using D=RT, insert the D and T values into this formula and write the resulting equation. Leave NO spaces in the answer. Leave the units out of the equation. Example: 12=0.75R

3.Solve the equation in Question 2 which represents the average speed. Write the answer by filling in the blank. R = _____mph

4.Suppose you need to drive the ‘new’ route to school in 15 minutes. Using D=RT, insert your D value and the new T value into this formula and write the resulting equation. Fifteen minutes will have to be converted to hours. Leave NO spaces in the answer. Leave the units out of the equation. Example: 12=0.75R

5.Solve the equation in Question 4 which represents the average speed. Write the answer by filling in the blank. R = _____mph

6.Suppose you were traveling the ‘new’ route to school at 40 mph. Using D=RT, insert your D value and the new R value into this formula and write the resulting equation. Leave NO spaces in the answer. Leave the units out of the equation. Example: 12=15T

7.Solve the equation in Question 6, in minutes, which represents the time traveled. Time in hours will have to be converted to minutes. Write the answer by filling in the blank. T = _____minutes