ASTM C469/C469M-14
Standard Test Method for Static Modulus of Elasticity and Poissonrsquo;s Ratio of Concrete in Compression

Standard No.
ASTM C469/C469M-14
Release Date
2014
Published By
American Society for Testing and Materials (ASTM)
Status
Replace By
ASTM C469/C469M-14e1
Latest
ASTM C469/C469M-22
Scope

3.1 This test method provides a stress to strain ratio value and a ratio of lateral to longitudinal strain for hardened concrete at whatever age and curing conditions may be designated.

3.2 The modulus of elasticity and Poisson's ratio values, applicable within the customary working stress range (0 to 408201;% of ultimate concrete strength), are used in sizing of reinforced and nonreinforced structural members, establishing the quantity of reinforcement, and computing stress for observed strains.

3.3 The modulus of elasticity values obtained will usually be less than moduli derived under rapid load application (dynamic or seismic rates, for example), and will usually be greater than values under slow load application or extended load duration, given other test conditions being the same.

1.1 This test method covers determination of (1) chord modulus of elasticity (Young's) and (2) Poisson's ratio of molded concrete cylinders and diamond-drilled concrete cores when under longitudinal compressive stress. Chord modulus of elasticity and Poisson's ratio are defined in Terminology E6.

1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

ASTM C469/C469M-14 Referenced Document

  • ASTM C174/C174M Standard Test Method for Measuring Thickness of Concrete Elements Using Drilled Concrete Cores
  • ASTM C192/C192M Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • ASTM C31/C31M Standard Practice for Making and Curing Concrete Test Specimens in the Field
  • ASTM C39/C39M Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
  • ASTM C42/C42M Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
  • ASTM C617 Standard Practice for Capping Cylindrical Concrete Specimens
  • ASTM E177 Standard Practice for Use of the Terms Precision and Bias in ASTM Test Methods
  • ASTM E4 Standard Practices for Force Verification of Testing Machines
  • ASTM E6 Standard Terminology Relating to Methods of Mechanical Testing
  • ASTM E83 Standard Practice for Verification and Classification of Extensometer

ASTM C469/C469M-14 history

  • 2022 ASTM C469/C469M-22 Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression
  • 2014 ASTM C469/C469M-14e1 Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression
  • 2014 ASTM C469/C469M-14 Standard Test Method for Static Modulus of Elasticity and Poissonrsquo;s Ratio of Concrete in Compression
  • 2010 ASTM C469/C469M-10 Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression
  • 2002 ASTM C469-02e1 Standard Test Method for Static Modulus of Elasticity and Poisson''s Ratio of Concrete in Compression
  • 2002 ASTM C469-02 Standard Test Method for Static Modulus of Elasticity and Poisson''s Ratio of Concrete in Compression
  • 1994 ASTM C469-94e1 Standard Test Method for Static Modulus of Elasticity and Poisson''s Ratio of Concrete in Compression
  • 1994 ASTM C469-94 Standard Test Method for Static Modulus of Elasticity and Poisson''s Ratio of Concrete in Compression
Standard Test Method for  Static Modulus of Elasticity and Poissonrsquo;s Ratio of Concrete  in Compression



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