X has a higher value of the Young modulus. Y has a lower maximum tensile stress than X

Similar documents
(2) Calculate the spring constant, k, for the spring. State an appropriate unit.

The Young modulus is defined as the ratio of tensile stress to tensile strain. Explain what is meant by each of the terms in italics.

(1) Brass, an alloy of copper and zinc, consists of 70% by volume of copper and 30% by volume of zinc.

22 Which of the following correctly defines the terms stress, strain and Young modulus? stress strain Young modulus

M1. (a) density = (1) 1

Which expression gives the elastic energy stored in the stretched wire?

, causing the length to increase to l 1 R U M. L Q P l 2 l 1

Page 2. What is the main purpose of the steel core? To force more current into the outer sheath.

Elastic Properties of Solid Materials. Notes based on those by James Irvine at

L Young modulus = gradient L/A B1

When a mass of 16 kg is suspended from the centre of AB, the bar remains horizontal.

Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study

1 (a) On the axes of Fig. 7.1, sketch a stress against strain graph for a typical ductile material. stress. strain. Fig. 7.1 [2]

G481 Mark Scheme January Question Expected Answers Marks Additional Guidance 1 (a) Correct lines from:

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS

9 MECHANICAL PROPERTIES OF SOLIDS

13 Solid materials Exam practice questions

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

Solid Mechanics Homework Answers

Chapter 26 Elastic Properties of Materials

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

Announcements. Suppose your scores are 12, 16, 15. (16/20)*20 + (15/20)*15 + (12/20)*15 = out of a possible

Springs Old Exam Questions

Thermal physics revision questions

MECHANICAL PROPERTIES OF SOLIDS

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3

Static Equilibrium; Elasticity & Fracture

AS Physics Past Paper Questions

Mark Scheme (Results) June 2010

MECHANICAL PROPERTIES OF SOLIDS

Question Figure shows the strain-stress curve for a given material. What are (a) Young s modulus and (b) approximate yield strength for this material?

Statics. Phys101 Lectures 19,20. Key points: The Conditions for static equilibrium Solving statics problems Stress and strain. Ref: 9-1,2,3,4,5.

PHYA2. General Certificate of Education Advanced Subsidiary Examination January Mechanics, Materials and Waves. (JAN13PHYA201) WMP/Jan13/PHYA2

Stress-Strain Behavior


THIS IS A NEW SPECIFICATION

Class XI Chapter 9 Mechanical Properties of Solids Physics

MECHANICAL PROPERTIES OF SOLIDS

Class XI Physics. Ch. 9: Mechanical Properties of solids. NCERT Solutions

Physics 3 Summer 1989 Lab 7 - Elasticity

PMT. GCE Physics A. Unit G481: Mechanics. Advanced Subsidiary GCE. Mark Scheme for June Oxford Cambridge and RSA Examinations

Candidate Name Centre Number Candidate Number

Physics *P44923A0128* Pearson Edexcel P44923A. Advanced Subsidiary Unit 1: Physics on the Go. International Advanced Level

A student suspended a spring from a laboratory stand and then hung a weight from the spring. Figure 1

Q1. The figure below shows an apparatus used to locate the centre of gravity of a non-uniform metal rod.

GCE Physics A. Mark Scheme for June Unit G481/01: Mechanics. Advanced Subsidiary GCE. Oxford Cambridge and RSA Examinations

Direct (and Shear) Stress

STANDARD SAMPLE. Reduced section " Diameter. Diameter. 2" Gauge length. Radius

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA SCIENCE FOR TECHNICIANS OUTCOME 1 - STATIC AND DYNAMIC FORCES TUTORIAL 3 STRESS AND STRAIN

ME 243. Mechanics of Solids

1. A pure shear deformation is shown. The volume is unchanged. What is the strain tensor.

Objectives: After completion of this module, you should be able to:

Question 9.1: Answer. Length of the steel wire, L 1 = 4.7 m. Area of cross-section of the steel wire, A 1 = m 2

UNIVERSITY OF MALTA G.F. ABELA JUNIOR COLLEGE

Chapter 12. Static Equilibrium and Elasticity

44 Force extension characteristics for a spring / elastic material

[5] Stress and Strain

There are three main types of structure - mass, framed and shells.

SIR MICHELANGELO REFALO CENTRE FOR FURTHER STUDIES VICTORIA GOZO

Introduction to Engineering Materials ENGR2000. Dr. Coates

Sean Carey Tafe No Lab Report: Hounsfield Tension Test

Episode 228: The Young modulus

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

2/28/2006 Statics ( F.Robilliard) 1

Thermal physics revision questions

PMT. GCE AS and A Level. Physics A. AS exams 2009 onwards A2 exams 2010 onwards. Unit 2: Approved specimen question paper. Version 1.

Strength of Materials (15CV 32)

PHA3/W PHYSICS (SPECIFICATION A) Unit 3 Current Electricity and Elastic Properties of Solids

STRESS, STRAIN AND DEFORMATION OF SOLIDS

THIS IS A NEW SPECIFICATION MODIFIED LANGUAGE

Revision Guide for Chapter 4

Chapter 7. Highlights:

(QWC work must be clear and organised in a logical manner using technical terminology where appropriate)

IGCSE Double Award Extended Coordinated Science

Chapter 10 Lecture Outline. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display.

Tensile stress strain curves for different materials. Shows in figure below

2004 Physics GA 3: Written examination 2

Elasticity. A PowerPoint Presentation by Paul E. Tippens, Professor of Physics Southern Polytechnic State University Modified by M.

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics

Mark Scheme (Results) January Pearson Edexcel International Advanced Level in Physics (WPH01) Paper 01 Physics on the Go

INTRODUCTION (Cont..)

G481. PHYSICS A Mechanics ADVANCED SUBSIDIARY GCE. Tuesday 24 May 2011 Morning PMT. Duration: 1 hour

AS Unit G481: Mechanics

Figure 1. Before starting the investigation the student wrote the following prediction:

Geology 2112 Principles and Applications of Geophysical Methods WEEK 1. Lecture Notes Week 1

Mechanical properties 1 Elastic behaviour of materials

Forces. Name and Surname: Class: L E A R N I N G O U T C O M E S. What is a force? How are forces measured? What do forces do?

Course: US01CPHY01 UNIT 1 ELASTICITY I Introduction:

MECHANICAL PROPERTIES OF MATERIALS

Episode 227: Hooke s law

UNIT I SIMPLE STRESSES AND STRAINS

Chapter 13 ELASTIC PROPERTIES OF MATERIALS

CHAPTER 12 STATIC EQUILIBRIUM AND ELASTICITY. Conditions for static equilibrium Center of gravity (weight) Examples of static equilibrium

2016 Physics Challenge

ME 2570 MECHANICS OF MATERIALS

M-3: Statics & M-10 Elasticity


THIS IS A NEW SPECIFICATION

Transcription:

Bulk Properties of Solids Old Exam Questions Q1. The diagram shows how the stress varies with strain for metal specimens X and Y which are different. Both specimens were stretched until they broke. Which of the following is incorrect? A X is stiffer than Y B X has a higher value of the Young modulus C X is more brittle than Y D Y has a lower maximum tensile stress than X Q. Two vertical copper wires X and Y of equal length are joined as shown. Y has a greater diameter than X. A weight W is hung from the lower end of Y. (Total 1 mark) Which of the following is correct? A The strain in X is the same as that in Y. B The stress in Y is greater than that in X. C The tension in Y is the same as that in X. D The elastic energy stored in X is less than that stored in Y. (Total 1 mark) Page 1

Q3. A manufacturer of springs tests the properties of a spring by measuring the load applied each time the extension is increased. The graph of load against extension is shown below. (a) State Hooke s law.......... () Calculate the spring constant, k, for the spring. State an appropriate unit. spring constant... unit... (3) (c) Use the graph to find the work done in extending the spring up to point B. work done... J (3) Page

(d) Beyond point A the spring undergoes plastic deformation. Explain the meaning of the term plastic deformation.... (e) (f)... When the spring reaches an extension of 0.045 m, the load on it is gradually reduced to zero. On the graph above sketch how the extension of the spring will vary with load as the load is reduced to zero. Without further calculation, compare the total work done by the spring when the load is removed with the work that was done by the load in producing the extension of 0.045 m....... (1) ()... (1) (Total 1 marks) Q4. (a) When determining the Young modulus for the material of a wire, a tensile stress is applied to the wire and the tensile strain is measured. (i) State the meaning of tensile stress... tensile strain... (ii) Define the Young modulus... (3) The diagram below shows two wires, one made of steel and the other of brass, firmly clamped together at their ends. The wires have the same unstretched length and the same cross-sectional area. One of the clamped ends is fixed to a horizontal support and a mass M is suspended from the other end, so that the wires hang vertically. Page 3

(i) Since the wires are clamped together the extension of each wire will be the same. If ES is the Young modulus for steel and EB the Young modulus for brass, show that where FS and FB are the respective forces in the steel and brass wire. (ii) The mass M produces a total force of 15 N. Show that the magnitude of the force FS = 10 N. the Young modulus for steel =.0 10 11 Pa the Young modulus for brass = 1.0 10 11 Pa (iii) The cross-sectional area of each wire is 1.4 10 6 m and the unstretched length is 1.5 m. Determine the extension produced in either wire. (6) (Total 9 marks) Q5. (a) (i) Describe the behaviour of a wire that obeys Hooke s law. (ii) Explain what is meant by the elastic limit of the wire. (iii) Define the Young modulus of a material and state the unit in which it is measured. Page 4

(5) A student is required to carry out an experiment and draw a suitable graph in order to obtain a value for the Young modulus of a material in the form of a wire. A long, uniform wire is suspended vertically and a weight, sufficient to make the wire taut, is fixed to the free end. The student increases the load gradually by adding known weights. As each weight is added, the extension of the wire is measured accurately. (i) What other quantities must be measured before the value of the Young modulus can be obtained? (ii) Explain how the student may obtain a value of the Young modulus. (iii) How would a value for the elastic energy stored in the wire be found from the results? (6) (Total 11 marks) Page 5

Q6. The figure below shows a stress-strain graph for a copper wire. (a) Define tensile strain....... (1) State the breaking stress of this copper wire. (c) (d) (e) answer =... Pa Mark on the figure above a point on the line where you consider plastic deformation may start. Label this point A. Use the graph to calculate the Young modulus of copper. State an appropriate unit for your answer. answer =... The area under the line in a stress-strain graph represents the work done per unit volume to stretch the wire. (1) (1) (3) (i) Use the graph to find the work done per unit volume in stretching the wire to a strain of 3.0 10 3. Page 6 answer =...J m 3 ()

(ii) Calculate the work done to stretch a 0.015 kg sample of this wire to a strain of3.0 10 3. The density of copper = 8960 kg m 3. answer =...J () (f) A certain material has a Young modulus greater than copper and undergoes brittle fracture at a stress of 176 MPa. On the figure above draw a line showing the possible variation of stress with strain for this material. () (Total 1 marks) Q7. The diagram below shows a tower crane that has two identical steel cables. The length of each steel cable is 35 m from the jib to the hook. (a) Each cable has a mass of 4.8 kg per metre. Calculate the weight of a 35 m length of one cable. weight =... N () Page 7

The cables would break if the crane attempted to lift a load of 1.5 10 6 N or more. Calculate the breaking stress of one cable. cross-sectional area of each cable = 6. 10 4 m breaking stress =... Pa () (c) When the crane supports a load each cable experiences a stress of 400 MPa. Each cable obeys Hooke s law. Ignore the weight of the cables. Young modulus of steel =.1 10 11 Pa (i) Calculate the weight of the load. weight =... N () (ii) The unstretched length of each cable is 35 m. Calculate the extension of each cable when supporting the load. extension =... m (3) (iii) Calculate the combined stiffness constant, k, for the two cables. stiffness constant =... Nm 1 () (iv) Calculate the total energy stored in both stretched cables. energy stored =... J () (Total 13 marks) Page 8

Page 9

ANSWERS M1.C M.C [1] [1] M3.(a) Force proportional to extension up to the limit of proportionality (accept elastic limit) dependent upon award of first mark Symbols must be defined Accept word equation allow F=k L (or F L) up to the limit of proportionality for the second mark only allow stress strain up to the limit of proportionality for the second mark only Gradient clearly attempted / use of k=f / L k = 30 / 0.06 = 1154 or 31 / 0.07 = 1148 correct values used to calculate gradient with appropriate sf answer given (1100 or 100) 1100 or 100 with no other working gets 1 out of OR 1154 ± 6 seen Do not allow 3/0.080 or 33/0.090 (point A) for second mark. AND load used >= 15 (= 1100 or 100 (sf) ) 3 / 0.08 is outside tolerance. 3/0.077 is just inside. Nm 1 / N / m (newtons per metre) (not n / m, n / M, N / M) 3 (c) any area calculated or link energy with area / use of 1 / F L (or 0.001 Nm for little squares) 35 whole squares, 16 part gives 43 ± 1.0 OR equivalent correct method to find whole area (d) 0.05 Nm per (1cm) square candidates number of squares and correctly evaluated OR (= 1.075) = 1.1 (J) (1.05 to 1.10 if not rounded) permanent deformation / permanent extension Allow: doesn t return to original length ; correct reference to yield e.g. allow extension beyond the yield point do not accept: does not obey Hooke s law or ceases to obey Hooke s law, 3 1 (e) any line from B to a point on the x axis from 0.005 to 0.00 Page 10

straight line from B to x axis (and no further) that reaches x axis for 0.010<= L<= 0.014 (f) work done by spring < work done by the load Accept less work or it is less (we assume they are referring to the work done by spring) 1 [1] M4. (a) tensile stress: force/tension per unit cross-sectional area or with F and A defined (1) tensile strain: extension per unit length or with e and l defined (1) the Young modulus: (1) 3 (i) (ii) = (1) F = FB (1) FS + FB = 15 N (1) gives FS = 10 N [or any alternative method] (iii) e = = (1) = 5.36 10 5 m (1) M5. (a) (i) the extension produced (by a force) in a wire is directly proportional to the force applied (1) applies up to the limit of proportionality (1) (ii) elastic limit: the maximum amount that a material can be stretched (by a force) and still return to its original length (when the force is removed) (1) [or correct use of permanent deformation] (iii) the Young modulus: ratio of tensile stress to tensile strain (1) unit: Pa or Nm (1) (i) length of wire (1) diameter (of wire) (1) 6 5 [9] Page 11

(ii) graph of force vs extension (1) reference to gradient (1) gradient = (1) [or graph of stress vs strain, with both defined reference to gradient gradient = E] area under the line of F vs L (1) [or energy per unit volume = area under graph of stress vs strain] M6. (a) extension divided by its original length do not allow symbols unless defined 6 1 [11] (c) (d) 1.9 10 8 (Pa) point on line marked A between a strain of 1.0 10 3 and 3.5 10 3 clear evidence of gradient calculation for straight section eg 1.18 (1.) 10 8 /1.0 10 3 = 10 GPa and stress used > 0.6 10 8 Pa allow range 116 10 GPa 1 1 Pa or Nm or N/m 3 (e) (i) clear attempt to calculate correct area (evidence on graph is sufficient) (3 whole squares + 1 part/ = 38 squares) (38 10000 = ) 380000 (J m 3 ) allow range 375000 to 400000 (ii) V = m/ρ or 0.015/8960 or 1.674 10 6 (m 3 ) 380 000 1.674 10 6 = 0.64 (0.636 J) ecf from ei (f) straight line passing through origin (small curvature to the right only above 160 MPa is acceptable) end at 176 MPa (allow 174 to 178) straight section to the left of the line for copper (steeper gradient) [1] M7.(a) (W = mg) = 4.8 35 9.81 =1600 (1648 N) Allow g=10 : 1680 (1700 N) g = 9.8 1646 N max 1 for doubling or halving. Page 1

Max 1 for use of grammes (stress = tension / area) For first mark, forgive absence of or incorrect doubling / halving. = (0.5 ) 1.5 10 6 / 6. 10 4 OR = 1.5 10 6 / ( ) 6. 10 4 = 1. 10 9 (1.1 GPa) Forgive incorrect prefix if correct answer seen. (c) (i) (weight = stress area) max 1 mark for incorrect power of ten in first marking point = 400 (10 6 ) 6. 10 4 (= 48 000 N) max 1 mark for doubling or halving both stress and area ( = ) 5.0 10 5 (496 000 N) Forgive incorrect prefix if correct answer seen.look out for YM 400k Pa which gives correct answer but scores zero. (ii) OR correct substitution into a correct equation (forgive incorrect doubling or halving for this mark only OR alternative method: strain = stress / E then L = L strain If answer to 4ci is used, it must be halved, unless area is doubled, for this mark Any incorrect doubling or halving is max 1 mark. Allow 0.07 3 (iii) OR correct substitution into F=k L ecf ci and cii (answer 4c(i) answer 4c(ii) ) Allow halving extension for force on one cable = 7.4(4) 10 6 (Nm 1 ) Correct answer gains both marks Page 13

(iv) Correct answer gains both marks = ½ 496 000 6.667 10 OR ½ 7.4(4) 10 6 (6.667 10 ) ecf ci, cii, ciii = 1.6(5) 10 4 (J) Forgive incorrect prefix if correct answer seen. Doubling the force gets zero. [13] Page 14