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TECHNICAL PAPER


         DeteRminAtion of


         DynAmic moDULUs


         of eLAsticity of


         concRete                                                              PRIYARANJAN PAL





         Abstract                                               1.  INtRODUCtION
         An experimental investigation was carried out to determine   The elastic modulus is an important parameter used in the
         the dynamic modulus of elasticity of pozzolana Portland   analysis and design of structures. For concrete structures, now
         cement concrete. Large numbers of concrete cubes were   a day, several changes have been made to the regulation of
         prepared in the laboratory for investigation. The destructive   construction from the view point of minimum values of the
                                                                                                 [1]
         and non-destructive tests were conducted on concrete cubes   modulus of elasticity. According to IS 456  , the concretes are
         at different ages. The destructive test was conducted to obtain   classified into three groups, i.e., low, medium and high strength
         the compressive strength of concrete cubes. Ultrasonic pulse   concretes. Today, low and medium strength concretes are
         velocity of cubes was measured according to IS 13311 (Part   the most commonly used concrete in the construction of civil
         1). The recorded values are used to determine the dynamic   engineering structures. The static modulus of elasticity can
         modulus of elasticity of concretes. Based on experimentally   be estimated from the standard design code rather than on
         obtained data and analysis, a few relationships are proposed   direct measurement. However, this practice underestimates the
         to correlate the water/cement ratio, compressive strength, and   demand of higher compressive strength to achieve a desired
                                                                                                          [2]
         elastic moduli of concretes. Several interesting findings are   value that is actually required in the structural design  . Hence,
         observed from the correlations of the coefficients while analyzed   the dynamic modulus of elasticity values should be ensured in
         by regression analysis. This study helps to determine the static   addition to the concrete compressive strength. Further, using
         properties of concrete from the dynamic ones.          non destructive testing in concretes the static modulus can be
                                                                predicted from the dynamic modulus. For an existing structure,
         Keywords: Compressive strength; Mix proportion;        dynamic modulus of elasticity can be determined by the non-
         Modulus of elasticity; Pozzolana Portland cement;      destructive testing method. The dynamic values obtained by
         Ultrasonic pulse velocity                              NDT cannot match with the static values, but their relationships
                                                                can be established. In order to establish their relationships,
         Abbreviations and symbols                              regression technique may be considered to correlate the
                                                                coefficients.
         PPC   Pozzolana Portland cement

         UPV  Ultrasonic pulse velocity                         The properties determined by NDT are the density, moduli of
         NDT  Non-destructive test                              elasticity, Poisson’s ratio, strength, surface hardness and surface
                                                                absorption of concrete. In addition to that, the NDT has the
         FA     Fine aggregate
                                                                ability to detect the voids and cracks in concrete. One of the
         CA    Coarse aggregate                                 most effective NDT is the UPV test, which is applied to assess
         W/C   Water/cement ratio                               the structural integrity without causing any damage. In UPV test
                                                                method  , two transducers are used to produce and receive the
                                                                       [3]
         μ d    Dynamic Poisson’s ratio
                                                                ultrasonic pulse (electrical signal). While the receiving transducer
         E d    Dynamic modulus of elasticity, GPa              is positioned exactly on the opposite face of the test sample
         E c    Static modulus of elasticity, GPa               (direct method or cross probing), and qualitative results are
                                                                obtained. The quality of concrete can be characterized in terms
         V p  Longitudinal pulse velocity, km/s
                                                                of pulse wave velocity. UPV test can be adopted to determine
         ρ     Unit weight of concrete, kg/m 3                  the properties of concrete. The dynamic modulus of elasticity
         f ck    Characteristics compressive strength of concrete, MPa  can be estimated using the following equation if the density and
                                                                                               [3]
                                                                Poisson’s ratio of concretes are known  .
         f cm    Mean compressive strength of concrete at 28 days, MPa  (1+μ d)(1-2μ d)
                                                                      2                                           (1)
                                                                E d = ρV p
         R     Coefficient of determination in regression analysis        (1-μ d)
                                                                         The IndIan ConCreTe Journal | november 2019  7
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