Mechanics eBook_ Thermal Effects

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    Ch 1. Stress and Strain Multimedia Engineering Mechanics

    Normal

    Stress

    Shear and

    Bearing Stress

    Normal

    Strain

    Hooke's

    Law

    Thermal

    Effects

    Indeterminate

    Structures

    Mechanics Thermal Effects Case Intro Theory Case Solution Example

    Chapter

    1. Stress/Strain

    2. Torsion

    3. Beam Shr/Moment

    4. Beam Stresses

    5. Beam Deflections

    6. Beam-Advanced

    7. Stress Analysis

    8. Strain Analysis

    9. Columns

    Appendix

    Basic Math

    Units

    Basic Equations

    Sections

    Material Properties

    Structural Shapes

    Beam Equations

    Mechanics Tools

    SearcheBooks

    Dynamics

    Fluids

    Math

    Mechanics

    Multimedia

    Mems

    Statics

    Thermodynamics

    Author(s):

    Kurt Gramoll

    Kurt Gramoll

    MECHANICS - THEORY

    Thermal Strain

    MaterialUS

    (10-6/

    oF)

    SI

    (10-6/

    oC)

    Steel 6.5 12

    Aluminum 13 23

    PVC 30 55

    Concrete 5.5 10

    Coefficient of Thermal Expansion, ,

    for Common Materials

    (Expanded List in Appendix)

    When physical materials are heated, they generallyexpand due to atomic-level changes. This expansion

    is proportional to the change in temperature. In terms

    of strain, this relationship is written as

    T= (T)

    where is the coefficient of thermal expansion. This

    constant is different for all materials and is generally a

    positive number. There are a few materials that

    contract when heated, and then this constant would

    be negative.

    The coefficient of thermal expansion represents a

    quantity (i.e. strain) per degree C or per degree F.

    Thermal Expansion

    Thermal Expansion where

    T = T2

    - T1

    The total deflection of a member that undergoes a

    temperature change, T = T2

    - T1, can also be written

    as

    T= L (T)

    The deflection is in the direction of the length L.

    For a 3D homogenous object, thermal expansion will

    occur in all three directions. The total deflection in any

    given direction will be a function of the length, width or

    depth of the object.

    There is no shear strain or shear deflection due to

    thermal expansion.

    Combined Thermal and Mechanical

    Strain or Deflection

    anics eBook: Thermal Effects http://www.ecourses.ou.edu/cgi-bin/ebook.cgi?doc=&topic=me&

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    Rod Between Two Fixed Walls -

    Example of Stresses induced by

    Thermal Expansion

    Click to view movie (141k)

    Generally, thermal expansion is accompanied with

    mechanical deflection caused by a physical load.

    When both force and temperature changes are

    present, special care is needed when solving the

    problem. Both the thermal and mechanical deflections

    need to be compatible.

    For example, if a simple rod is placed between two

    fixed walls and heated, the rod will try to expand.

    However, the walls will prohibit the normal thermalexpansion and induce a compression force. This force

    is real and causes the rod to decrease in length. The

    final result is the thermal expansion is offset by the

    mechanical compression deflection (see diagram and

    animation at left).

    When both mechanical and thermal conditions are

    present, a compatibility relationship needs to be

    introduced to solve the problem. Further discussion of

    compatibility conditions can be found in the following

    section on Indeterminate Axial Structures.

    Other Material Properties

    Stress-Cycle (-n) Curves

    (also called s-n Curves)

    Cyclic Loading (Fatigue)

    As structural members experience multiple

    loading/unloading, their failure stress level will

    decrease. For example, car axles or even aircraft

    wings will experience millions of loadings over their

    service life. For aluminum, the failure stress can

    reduce by 70% of the original failure stress level.

    To assist designers, charts called s-n curves are

    developed through experiments. The charts show thefailure stress changes as the object is subjected to

    cycles. In some industries, such as aircraft, extensive

    testing on full scale models are required to insure the

    structure will not failure before a certain number of

    load cycles.

    Typical Creep Curve

    Viscoelasticity (Creep)

    Another interesting property of many materials,

    especially plastics, is viscoelasticity or creep. This

    property models a material's tendency to flow over

    time when under stress. The most common effect ofthis is the deformation of an object over time when

    under a very low load. Even glass will creep over

    time. Plastics tend to exhibit higher creep

    characteristics then metals or ceramics.

    anics eBook: Thermal Effects http://www.ecourses.ou.edu/cgi-bin/ebook.cgi?doc=&topic=me&

    11/29/2012