• DIN EN 14651 E : 2007

    Current The latest, up-to-date edition.

    TEST METHOD FOR METALLIC FIBERED CONCRETE - MEASURING THE FLEXURAL TENSILE STRENGTH (LIMIT OF PROPORTIONALITY (LOP), RESIDUAL)

    Available format(s):  Hardcopy, PDF

    Language(s):  English

    Published date:  01-01-2007

    Publisher:  German Institute for Standardisation (Deutsches Institut für Normung)

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    Table of Contents - (Show below) - (Hide below)

    Foreword
    1 Scope
    2 Normative references
    3 Terms and definitions
    4 Symbols and abbreviated terms
       4.1 Symbols
       4.2 Abbreviations
    5 Principle
    6 Apparatus
    7 Test specimens
       7.1 Shape and size of test specimens
       7.2 Manufacture and curing of test specimens
       7.3 Notching of test specimens
    8 Testing procedure
       8.1 Preparation and positioning of test specimens
       8.2 Bending test
    9 Expression of results
       9.1 Equivalence between CMOD and deflection
       9.2 Limit of proportionality
       9.3 Residual flexural tensile strength
    10 Test report
    11 Precision
    Annex A (informative) Expressions for limit of
            proportionality and for residual flexural
            tensile strength

    Abstract - (Show below) - (Hide below)

    Gives a method of measuring the flexural tensile strength of metallic fibered concrete on moulded test specimen.

    General Product Information - (Show below) - (Hide below)

    Document Type Standard
    Publisher German Institute for Standardisation (Deutsches Institut für Normung)
    Status Current

    Standards Referencing This Book - (Show below) - (Hide below)

    EN 12390-4:2000 Testing hardened concrete - Part 4: Compressive strength - Specification for testing machines
    EN 12390-1:2012 TESTING HARDENED CONCRETE - PART 1: SHAPE, DIMENSIONS AND OTHER REQUIREMENTS FOR SPECIMENS AND MOULDS
    EN 12390-2:2009 Testing hardened concrete - Part 2: Making and curing specimens for strength tests
    EN 12350-1:2009 Testing fresh concrete - Part 1: Sampling
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