concrete elasticity modulus

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    Modulus of Elasticity andPoisson Ratio of Concrete

    By: Tzu-Ting Yang

    Byoungsok Shin

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    Abstract

    The construction industry has taken

    considerable strides forward over the last twoor three decades with regard to many materials.

    High Strength Concrete (HSC) and generallyHigher Performing Concrete Materials, or

    High Performance Concrete (HPC) shows usenormous possibility for concrete to affectsociety.

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    Introduction of the project

    Determination of compressive strength of

    cylindrical concrete specimens such as

    molded cylinders.

    To gain additional knowledge on

    property of concrete such as Youngsmodulus and Poisson ratio.

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    Procedure

    Select six cylindrical concrete specimens.

    Attach strain gauges on specimens. Connect wires on each strain gauge.

    Cap all end bearing surfaces of specimens

    Place an attached strain gauges and cappedcylindrical concrete specimens on the SATEChydraulic universal testing machine.

    Press loading and measure data.

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    Picture I

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    Picture II

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    Data

    Peak Load(lbs) Strength(psi)

    Specimen 1 192,400 6,785

    Specimen 2 189,900 6,628

    Specimen 3 185,300 6,537

    Specimen 4 196,000 6,917

    Specimen 5 193,100 6,817

    Specimen 6 189,400 6,685

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    Graph I

    Strains vs Strength Sample 4

    0

    1000

    2000

    3000

    4000

    5000

    6000

    7000

    -1000 -500 0 500 1000 1500 2000 2500

    Strain (10E-6) Fig 4.

    S

    trength(psi) 0.4fc

    e (vertical)e (horizontal)

    E

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    Graph II

    ACI Code vs Experimental Results

    0.00E+00

    2.00E+06

    4.00E+06

    6.00E+06

    8.00E+06

    1.00E+07

    1.20E+07

    0 5000 10000 15000 20000 25000 30000 35000

    Strength (psi) Fig 7.

    Yo

    ung'sModulus(psi)

    ACI Code

    Sample 6

    Sample 5

    Sample 4Sample 3

    Sample 2

    Sample 1

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    Calculation

    a) Youngs Modulus

    E= P / A

    E2= 2658.273/ (598.8-50)* 106 = 4843294E5= 2731.838/ (745.6-40)*106 = 3870464

    b)Poissons Ratio

    V=ex/ey

    V2= 90.2/ 598.8= 0.150635

    V5= 80.5/ 745.6= 0.107967

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    Result

    Fc(psi) E V

    Specimen 1 6,785 4238,453 0.282144

    Specimen 2 6,628 4843,294 0.150635

    Specimen 3 6,537 1238,129 0.07315

    Specimen 4 6,917 1,922,131 0.068072

    Specimen 5 6,817 3870,464 0.107967

    Specimen 6 6,685 10516,068 0.545378

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    Conclusion

    From our data results, figure 7, the specimen 6is the way far from the ACI code. So we canconclude that the specimen 6 have some errorsappear while doing the cylinder sample.

    Neglect number 6 of our specimen and take an

    average of them, we get the Poissons ratio is0.136394. According to our textbook, thePoissons ratio is frequently taken as 0.15 to0.25. In other words, our experiment is verysuccessful.