Normal Stress and Strain

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    TENSION, COMPRESSION, AND

    SHEAR

    Sridhar Condoor

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    What is Mechanics of Materials?

    Deals with the behavior of solid bodies

    subjected to different types of loads

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    Skyscrapers of Fazlur Khan

    Khan used a taper in theJohn Hancock building toreduce the wind loadsand 18-story tall exterior

    steel diagonalsthefamous X-bracestocarry this load.

    The buildingsconfiguration is a tubestiffened by the floors.

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    Skyscrapers of Fazlur Khan

    Khan designed theWillis Tower using thebundled tubeapproach.

    Nine separate steel-framed square

    buildings, each 75 feetsquare, are interlockedto form a massivestructure.

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    Skyscrapers of Fazlur Khan

    Benefits:

    Reduced the material requirements. The net

    saving in steel alone is about $10 million.

    The tubes terminated at different levels creating

    more rentable windowed space (space with

    windows as opposed to internal space).

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    Design Task

    Need Float coins using aluminum foil.

    The goal is to float as much weight as possiblewithout wetting the coins.

    The size of the foil is 5 X 5.

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    Insights

    Interrelated subjects

    Strength

    Stiffness

    One or multiple boats

    Sheet size translates

    into cost

    Tipping

    Loading

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    Prismatic Bar

    A straight structural member of constant

    cross-section.

    Cross-section is taken perpendicular to the

    length of the beam.

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    Tension - Compression

    Tension - The tensile

    force or tension

    stretches the bar and

    increases its length.

    Compression - A

    compressive force or

    compression decreases

    the length of the bar.

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    Is this a valid tensile loading?

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    Examples

    Tension

    The cable supporting the

    elevator

    Belt in the belt/pulley

    system

    Tensile members of a truss

    Compression

    Legs of a stool

    Walking stick

    Nail being hammered

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    Uniaxial Load

    Tension

    Not fail-safe

    Does not buckle

    Compression

    Fail-safe

    Buckling

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    Normal Stress

    Intensity of force

    where F is the force

    andA is the cross-

    sectional area.

    The stress is independent of structural material and

    the length of the prismatic bar.3:24 AM

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    Units - Stress

    Force/Area

    N/m^2 or Pascal

    lb/in^2 or psi

    7000 Pascal = 1 psi

    Sign convention

    Tensile stress positive

    Compressive stress

    negative

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    Stress - Strength

    The magnitude of the stress alone does not

    provide any insight into whether a structure

    safe or not.

    The stress must be compared to what the

    material can safely withstand the strength of

    the material.

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    Normal Strain

    Elongation per unit

    length

    Dimensionless quantity

    Sign convention

    Tensile strain positive

    Compressive strain

    negative

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    PROBLEM

    A circular aluminum tube

    of length L 400 mm is

    loaded in compression by

    forces P. The outside and

    inside diameters are 60

    mm and 50 mm,

    respectively. A strain gage

    is placed on the outside of

    the bar to measure normal

    strains in the longitudinal

    direction.

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    PROBLEM

    (a) If the measured strain

    is 550x10-6, what is the

    shortening of the bar?

    (b) If the compressive

    stress in the bar is

    intended to be 40 MPa,

    what should be the load

    P?

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    SOLUTION

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    PROBLEM

    The cross section of aconcrete pier that isloaded uniformly incompression.

    (a) Determine the averagecompressive stress inthe concrete if the loadis equal to 2500 k.

    (b) Determine thecoordinates x and y of

    the point where theresultant load must actin order to produceuniform normal stress.

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    SOLUTION

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    SOLUTION

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    PROBLEM

    A loading crane consistingof a steel girder ABCsupported by a cable BDis subjected to a load P.

    The cable has an effectivecross-sectional area A =481 mm2.

    The dimensions of thecrane are H = 1.6 m, L1 =3.0 m, and L2 = 1.5 m.

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    PROBLEM

    (a) If the load P = 32 kN,

    what is the average

    tensile stress in the

    cable?

    (b) If the cable stretches

    by 5.1 mm, what is the

    average strain?

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    SOLUTION

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    SOLUTION

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    SOLUTION

    T=102 kN

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    STRESS-STRAIN DIAGRAMS

    TENSION TEST

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    ENGINEERING STRESS-STRAIN DIAGRAM

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    ENGINEERING STRESS-STRAIN

    DIAGRAM

    Nominal stress

    Nominal strain

    0

    PA

    0L

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    PROPORTIONALITY & ELASTIC LIMIT

    Proportional limit: the highest stress at which

    stress is directly proportional to strain.

    Elastic limit: the greatest stress the material

    can withstand without any measurable

    permanent strain after unloading.

    Elastic limit > Proportional limit

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    YIELD STRENGTH

    A. Stress at whichconsiderableelongation occurswithout change in

    the stress level

    B. Offset yield strength -the stress required to

    produce a smallspecific amount ofdeformation.

    Strain

    Stress

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    ULTIMATE TENSILE STRENGTH

    Ultimate tensile strength or tensile strength Su

    is the maximum load Pmax divided by the

    original cross-sectional area Ao of the

    specimen.

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    Engineering Stress-Strain Curve for

    Brittle Materials

    Perfectly linear

    Do not have a yield

    point.

    Do not strain-harden -

    the ultimate strengthand breaking strength

    are the same.

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    True Stress-Strain or Flow Curve

    A true indication of

    deformation

    characteristics

    Based on the true

    instantaneous area of

    the specimen.

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    Specific Stiffness Ratios

    E (psi) Density

    (lb/in3)

    Specific

    stiffness

    Steel 30 E6 0.283 .106 E 9

    Aluminum 10.5 E6 0.1 .105 E 9

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    Hookes Law

    Strain is directly proportional to stress

    E

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    Poissons Ratio ()

    The negative ratio of

    the transverse strain

    (perpendicular to the

    applied load), to theaxial strain (in the

    direction of the applied

    load)

    Poissons ratio 0 0.5

    lateral

    longitudinal

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    Poissons Ratio ()

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    Problem

    A steel bar of length 2.5

    m with a square cross

    section 100 mm on

    each side is subjectedto an axial tensile force

    of 1300 kN.

    Assume that E 200 GPa

    and v 0.3.

    Determine the increase in volumeof the bar.

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    E 200 GPa and v 0.3.

    Solution

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    Solution

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    SHEAR STRESS

    Stresses acting parallel

    to the surface

    PA

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    Single vs Double Shear

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    BEARING STRESS

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    BEARING STRESS

    Applied load over

    bearing area

    Bearing area is theprojected area

    In this case, projectedarea is equal to ??????

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    PROBLEM

    Three steel plates, each 16 mmthick, are joined by two 20-mm diameter rivets.

    A. If the load P 50 kN, what isthe largest bearing stressacting on the rivets?

    B. If the ultimate shear stressfor the rivets is 180 MPa,what force Pult is required tocause the rivets to fail inshear?

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    SOLUTION

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    SOLUTION

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    Ductility vs Brittleness

    DOES A CD FAIL IN A DUCTILE OR BRITTLE

    MANNER?

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    DUCTILITY VS BRITTLENESS

    Ductility - Is a qualitative measure of a

    material that indicates the ability of the metal

    to flow plastically before failure.