Problems E-mail : russin10@yonsei.ac.kr H.P. : 010-3066-6339 신재혁.

Slides:



Advertisements
Similar presentations
PH0101 UNIT 1 LECTURE 1 Elasticity and Plasticity Stress and Strain
Advertisements

Professor Joe Greene CSU, CHICO
MSM Lab . ( Graduate Student )
Mechanics of Materials – MAE 243 (Section 002) Spring 2008
Course Title: Strength of Materials (CVE 202)
Read Chapter 1 Basic Elasticity - Equilibrium Equations
Chapter Outline Shigley’s Mechanical Engineering Design.
MAE 314 – Solid Mechanics Yun Jing
A 10-m long steel wire (cross – section 1cm 2. Young's modulus 2 x N/m 2 ) is subjected to a load of N. How much will the wire stretch under.
Home Work #3 Due Date: 11 Mar, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on single-side.
Lab 6: Torsion test (AISI 1018 Steel, cold drawn )
Principle and Maximum Shearing Stresses ( )
Analysis of Stress and Strain
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
1 CM 197 Mechanics of Materials Chap 9: Strength of Materials Simple Stress Professor Joe Greene CSU, CHICO Reference: Statics and Strength of Materials,
Analysis of Stress and Strain Review: - Axially loaded Bar - Torsional shaft Questions: (1) Is there any general method to determine stresses on any arbitrary.
Stress Transformation
ENGR 220 Section
Plastic Deformations of Members With a Single Plane of Symmetry
THEORIES OF FAILURE THEORIES OF FAILURE FOR DUCTILE MATERIALS
Copyright © 2011 Pearson Education South Asia Pte Ltd
PROBLEM-1 State of stress at a point is represented by the element shown. Determine the state of stress at the point on another element orientated 30
Lecture # 6 Mechanical Properties of Metals Intended learning Outcomes: After the end of this lecture the student should be able to: Define stress –strain.
Mechanics of Materials(ME-294)
Strength of Material Shear Strain Dr. Attaullah Shah.
PROBLEM mm x y 800 mm P = 1500 N z y 50 mm 100 mm
Mechanics of Materials Goal:Load Deformation Factors that affect deformation of a structure P PPP Stress: intensity of internal force.
Principal Stresses and Strain and Theories of Failure
Shear Stress and Strain
Plastic Deformations of Members With a Single Plane of Symmetry
Equilibrium and Elasticity
The ratio of stress and strain, called modulus of elasticity. Mechanical Properties of Solids Modulus of Elasticity.
Load and Stress Analysis
ENT 153 TUTORIAL 1.
Transformations of Stress and Strain
CTC / MTC 322 Strength of Materials
If A and B are on the same side of the origin (i. e
Mechanical Properties of Materials
CHAPTER OBJECTIVES To show how to transform the stress components that are associated with a particular coordinate system into components associated with.
Deformation of Axially Loaded Members - Single Member
Stress and Strain ( , 3.14) MAE 316 – Strength of Mechanical Components NC State University Department of Mechanical & Aerospace Engineering Stress.
Triaxial State of Stress at any Critical Point in a Loaded Body
Transformations of Stress and Strain
CHAPTER OBJECTIVES Derive equations for transforming stress components between coordinate systems of different orientation Use derived equations to.
Problems 1. A large plate is fabricated from a steel alloy that has a plane strain fracture toughness of 82.4MPa√m. If, during service use, the plate is.
A = 122 mm2 Establish that Schmid’s law is obeyed.
Wed. May 4– Physics Lecture #6 Strength of Plant Materials 0. Announcements, Innovators Presentations 1.Life of a Leaf discussion 2.Stress and Strain 3.Young’s.
Principal Stresses and Strain and Theories of Failure
Materials Science Chapter 8 Deformation and Fracture.
1. Two rods, one of nylon and one of steel, are rigidly connected as shown in Fig. P.1.2. Determine the stresses and axial deformations when an axial load.
UNIT-01. SIMPLE STRESSES & STRAINS
Mechanics of Solids (M2H321546)
1. PLANE–STRESS TRANSFORMATION
Failure and Failure Theories:
If A and B are on the same side of the origin (i. e
Transformations of Stress and Strain
3. Stresses in Machine Elements
Transformations of Stress and Strain
3 Torsion.
BDA30303 Solid Mechanics II.
Poisons Ratio Poisons ratio = . w0 w Usually poisons ratio ranges from
3 Torsion.
Ch. 2: Fundamental of Structure
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Tutorial in Mechanical Properties
Strain Transformation
Copyright ©2014 Pearson Education, All Rights Reserved
Tutorial.
Yielding And Fracture Under Combine Stresses
Presentation transcript:

Problems E-mail : russin10@yonsei.ac.kr H.P. : 010-3066-6339 신재혁

1. An annealed–steel tensile specimen (E = 200 GPa) has a 12 mm minimum diameter and a 50 mm-gage length. Maximum load is reached at 7,000 kg (=68.6 kN), and fracture occurs at 4,500 kg(=44.1 kN). What is the tensile strength? Why does fracture occurs at a lower load than maximum load? What is the deformation when a tensile stress of 100 MPa is applied?

2. A wire 300 m long elongates by 3 cm when a tensile force of 200 N is applied. What is the modulus of elasticity (in MPa) if the diameter of the wire is 5 mm?

3. A cylinder of cast iron 12 mm in diameter by 50 mm long is tested in compression. Failure occurs at an axial load of 22,000 kg on a plane inclined 40° to the axis of the cylinder. Calculate the shearing stress on the plane of failure.

4. Determine the shear stress τy′x′ for the x′ axis inclined at θ=30° to the x axis. The stress state is given by

5. A cubic crystal is loaded with a tensile stress of 2 5. A cubic crystal is loaded with a tensile stress of 2.8 MPa applied along the [210] direction, as shown in Figure. Find the shear stress on the (111) plane in the direction.

6. Find the principal stresses and the orientation of the axis of principal stress with the x,y axes for the following situations: (a) σx = + 340 Mpa σy = + 34 Mpa τxy = - 55 Mpa (b) σx = - 410 Mpa τxy = + 170 Mpa

7. Construct a Mohr’s circle of stress for each of the plane-stress conditions given in Prob. 6.

8. A body is loaded under stresses, σx = 150 MPa, σy = 60 MPa, τxy = 20 MPa, σz = τyz = τzx = 0. Find the three principal stresses, sketch the three-dimensional Mohr’s circle diagram for this stress state, and find the largest shear stress in the body.

9. On a plate of materials (E=170GPa, v=0 9. On a plate of materials (E=170GPa, v=0.25) strain gages are arranged as shown. When the plate is loaded, the gages read e1=1,860 x 10-6, e2=185 x 10-6, and e3 = 1,330 x 10-6. y What is the largest normal stress? What is the smallest normal stress? What is the largest shear stress? 45° 30° x 30°

10. Young’s modulus (E) of a cubic single crystal as a function of orientation is given by where l1, l2, and l3 are the direction cosines between the direction hkl and [100], [010], and [001], respectively. For copper, E111 = 19 GPa and E100 = 66 GPa. Calculate Young’s modulus for a copper single crystal in the [110] direction.

11. For iron, C11 = 237 GN/m2, C12 = 141 GN/m2, and C44 = 116 N/m2. Determine the respective compliances for Fe.