University of Hawaii - Hilo, GG 303
Excerpt: ... GG303 Lecture 14 9/4/01 1 HOMOGENEOUS FINITE STRAIN: DISPLACEMENT & DEFORMATION GRADIENTS I Main Topics (largely drawn from chapters 18 and 22 of Means, 1976) A Homogenous deformation B Examples C Deformation and displacement and gradients D Depen ...
Michigan State University, ME 423
Excerpt: ... ME 423 Intermediate Mechanics of Deformable Solids Fall 2005 Quiz 3 December 2, 2005 The solid cylindrical shaft shown below is subjected to combined axial and torsional load. The cylinder is made of steel with E = 30Msi, = 0.3 , and yp = 36ksi . Assuming a factor of safety of 1.5, determine the maximum torque T that can be applied to the shaft. Use the max shear stress failure criterion. T P = 40,000 lbs R=1 L = 16 = 192 ...
TCU, BJONES 20263
Excerpt: ... pp-lecture The PowerPoint slides in this folder are designed to be used to support lectures on the textbook contents. They include the text figures plus bulleted lists and other slides that reflect the narrative. Some instructors choose to post the ...
Illinois Tech, MATH 149
Excerpt: ... <STUDYGUIDES08C.TXT> {5-9-2008} Math 149 Spring 2008 Final Study Guide, Part III - Chapter 6 Concept Check, p. 378: 1,2,3,4,5 Exercises: 1-6, 7-11, 12-16 Chapter 9 Concept Check, p. 598: 1 Exercises: 1, 3a, 7 ...
Michigan State University, ME 423
Excerpt: ... Course alpha, number, title Required or elective Course (catalog) description ME 423 Intermediate Mechanics of Deformable Solids Elective Stress, strain and linearly elastic behavior. Plane stress and plane strain. Torsion. Yield criteria. Elastoplastic behavior of beams, shafts and cylinders. Unsymmetrical bending. Curved beams. (ME 222) Ugural, Advanced Strength & Applied Elasticity Prerequisite(s) Textbook(s) and/or other required material Class/Lab schedule: Topics covered Total Credits: 3 Lecture/Recitation/Discussion Hours: 3 (a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) Stress Strain Elastic behavior Plane stress Plane strain Torsion Yield criteria Elastoplastic beams Elastoplastic shafts Elastoplastic cylinders Unsymmetrical bending Curved beams Course learning objectives The student shall be able to: (1) Describe the significance of and write the following three-dimensional relations: strain-displacement, stress-strain, and static equilibrium. (2) Explain the significance and demonstrate the ...
Michigan State University, ME 423
Excerpt: ... Course alpha, number, title Required or elective Course (catalog) description Prerequisite(s) Textbook(s) and/or other required material Class/Lab schedule: Topics covered ME 423 Intermediate Mechanics of Deformable Solids Elective Stress, strain and linearly elastic behavior. Plane stress and plane strain. Torsion. Yield criteria. Elastoplastic behavior of beams, shafts and cylinders. Unsymmetrical bending. Curved beams. (ME 222) Ugural, Advanced Strength & Applied Elasticity Total Credits: 3 Lecture/Recitation/Discussion Hours: 3 (a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) Stress Strain Elastic behavior Plane stress Plane strain Torsion Yield criteria Elastoplastic beams Elastoplastic shafts Elastoplastic cylinders Unsymmetrical bending Curved beams Course learning objectives The student shall be able to: (1) Describe the significance of and write the following three-dimensional relations: strain-displacement, stress-strain, and static equilibrium. (2) Explain the significance and demonstrate the us ...
Michigan State University, ME 423
Excerpt: ... ME 423 Intermediate Mechanics of Deformable Solids Fall 2005 Quiz 2 December 2, 2005 The thin-walled cylinder shown below has closed ends and is supported by one cord attached at each end as shown. The cylinder is made of steel with E = 30Msi and = 0.3 . The total weight of the contents is 10,000 lbs, and the internal pressure is 80 psi. Determine the axial and hoop stresses at point A, which is located on the bottom surface of the midspan. Ignore the mass of the cylinder. Recall: a = pR pR , = , and I = R 3t for a thin-walled cylindrical pressure vessel. 2t t For 2 additional points, determine the maximum principal strain at point A. R = 24 A t = 0.25 L = 16 = 192 ...
N. Illinois, PHYS 210
Excerpt: ... Stress and Strain Deforming Solids Solids deform when they are subject to forces. Compressed, stretched, bent, twisted They can maintain or lose their shape Linearly Elastic For small deformations, solids follow Hooke's law. Fx The ratio o ...
Illinois Tech, MATH 149
Excerpt: ... <STUDYGUIDES08A.TXT> {5-5-2008} Math 149 Spring 2008 Final Exam Study Guide, Part I - Chapter 3 Review Concept Check, p. 196: 1 - 11 True-False Quiz, p. 196. Exercises: 10,11 & 12-40 - Chapter 4 Review Concept Check, p. 281: 1,2,3,4,5,6, ...
Sanford-Brown Institute, EN 175
Excerpt: ... EN175: Advanced Mechanics of Solids Homework 3: Stress, equilibrium Division of Engineering Brown University Due Thursday Oct 20, 2005 1. For the Cauchy stress tensor with components 100 250 0 250 200 0 0 0 300 compute 1. The traction vecto ...
Penn State, MJH 5156
Excerpt: ... LessonPlan Date:_ Goals:Focus Topic ToneProduction Objectives Studentswillbeableto playinslurredsections usingenoughbowto produceagoodtone. Techniques&Activities Demonstratecorrectbow usageandhavestudentsplay slurredpassageusingas muchbowasyou.S ...
Washington, ARCHY 105
Excerpt: ... Archy 105. Study-Guide for Mid-Term Exam The mid-term exam, next Tuesday, will be based on all of the material covered so far in this course in lecture-class, in videos, in sections, in web-quizes, and in the assigned readings. Lecture-notes (which ...
W. Alabama, ME 303
Excerpt: ... res 2 ICs and 4 BCs, two at each end, because this equation is fourth-order in x. Use SVM. Let ux; t = X xT t. One gets T 00 + c2 X iv = 0 or T 00 + X iv = 0 T X c2T X Choose the separation constant such that the time ODE is T 00 + c22T = 0 and T t = C1 cosct + C2 sinct The spatial ODE becomes: X iv , m4X = 0; 0 x L where m4 = 2 for convenience. The solution is X x = A cosmx + B sinmx + C coshmx + D sinhmx The four constants of integration: A; B; C; D can be found from 4 BCs speci ed at the ends: x = 0 and x = L. The boundary conditions are of the type: u0; t = 0; ux0; t = 0; uxx0; t = 0; uxxx0; t = 0; uL; t = 0; uxL; t = 0; uxxL; t = 0; uxxxL; t = 0 depending on the type of support such as i simply supported, ii built-in or xed ends, and iii free end. Consult your text on mechanics of deformable solids . Section 4.5 Heat Conduction With Radiation Convective Cooling A rod of constant cross-sectional area A, thermal conductivity k, and thermal di usivity . Th ...
Maryville MO, Q 370
Excerpt: ... Socratic Seminar "The Socratic method of teaching is based on Socrates' theory that it is more important to enable students to think for themselves than to merely fill their heads with "right" answers."* Some Guidelines for Participants in a Socratic ...
Illinois Tech, MATH 149
Excerpt: ... <STUDYGUIDES08B.TXT> {5-7-2008} Math 149 Spring 2008 Final Exam Study Guide, Part II - Chapter 7 Concept Check, p. 482: 1,3,5e,5f,5g True-False Quiz, p. 483: 1,2,3,4,13,14 Exercises: 1,2,3,4,9,12b,19,20,32,35,40,56,79,80,92,96 Chapter 5 Conc ...