Page 195 - CW E-Magazine (27-2-2024)
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Special Report


       three possible arrangements for the  young or hardened concrete. It generates  for both young and hardened concrete.
       transducers:                      low-frequency ultrasonic pulses and  However, the main disadvantage of this
           Directly opposite to each other   measures the time taken for them to pass  technique is the much reduced signal
          (direct transmission);         from one transducer to the other. It has  amplitudes in concrete.
           Diagonally to each other; i.e.,  become part of many national standards
          across corners (diagonal transmis-  for concrete testing and research.  Infrared (IR) thermography
          sion); and                                                         This system consists of near-IR
           Attached  to the same  surface  and   Many investigations have used high-  irradiation equipment, imaging spec-
          separated  by a known distance   frequency  ultrasound  (0.5-1  MHz),  to  tro-scope and near-IR multi-spectrum
          (indirect transmission).       quantify chemical damage in concrete.  camera. Dispersed near-IR rays
                                         Using surface attenuation of surface  through the spectroscope can be
          Pulses emitted by a transducer are  waves, it was shown that it was pos-  received in each wavelength by light
       transmitted  through  the  material  and   sible to detect and characterise cover  sensitive element on multi-spectrum
       received by another transducer located  degradation. Young mortar and concrete   camera. Figure-11 shows the mea-
       at a distance ‘L’. The transmit time ‘T’ in   were tested in this way after being  surement and result of multi-spectrum
       micro-seconds of the first pulse arriving  subjected to chemical degradation at   camera. Using this principle, the char-
       at the receiver is precisely measured.  different periods of the hardening process.  acteristic reflectance spectrum with a
       From  these  physical  parameters  pulse  Synthetic aperture focusing techniques  wavelength of 1640-nm (1630-nm to
       velocity may be calculated as: Pulse  (SAFT) have also received recent atten-  1650-nm) in case of sodium chloride
       velocity (V) = L/T.  The relationship   tion. This is a solution to the problem of  was acquired.  This is a useful tech-
       between UPV and the quality of concrete  flaw  detection  in  concrete  with  single-  nique for acquiring the chloride con-
       is given in Table-5 below(23):    sided access. SAFT uses a pulse-echo  tent on the surface of concrete(24).
                                         method based on the application of mul-
        Table 5: LPV vs Quality of Concrete  tiple source and receiver locations. Data  X-ray/Gamma-ray radiography
        LPV      Compressive  Quality of    processing algorithms are then applied,   Radiography is one of the NDT
        (km/sec)    strength  Concrete   which tend to reduce noise and increase  methods for obtaining information about
                    (N/mm )              image quality over that obtainable  concrete quality and defects within rein-
                          2
        Below 2              Very poor   from a single transducer. This could be   forced concrete. It is a reliable method
        2.0 – 3.0        4.0 Poor        exploited  in  determining  the  time  of  of  locating  internal  cracks,  voids  and
        3.0 – 3.5  Up to 10.0 Fairly     flight of back wall echoes when testing  variations in concrete, and is classified
                                         loose concrete samples.
                                                                          into two types. The first one uses x-rays
                             good                                         and the other γ-rays. These can penetrate
        3.5 – 4.0  Up to 25.0 Good         A different approach is the use  concrete and travel in straight line. Rays
        4.0 – 4.5  Up to 40.0 Very good  of broadband ultrasonic electrostatic  attenuate depending on nature, density
        Above 4.5  Above 40.0 Excellent  transducers, designed to operate in air.  and thickness of concrete. The principle
                                         Air coupling  has advantages in terms  of radioscopy is that the emission of
          There exist many testing methods   of scanning, and the ability to perform  photons by the radiation generator is trans-
       based on pulse-transmission, pulse-  tests at a range of unprepared surfaces  formed into visible light by a fluometallic
       echo, impact-echo, and resonance. The
       strength of concrete increases with age
       and it is important to predict its value at
       any  given  stage  of  a  construction  pro-
       cess.  Many investigations  have  shown
       a correlation between the increase of
       the speed of ultrasound and the increase
       of equivalent strength of concrete with
       age. Amongst the many known instru-
       ments in this field is an instrument called
       ‘PUNDIT’, it uses the through transmis-
       sion method to determine material char-
       acteristics in specially made samples of   Fig. 11: Measurement and result of multi-spectrum Infrered Camera

       Chemical Weekly  February 27, 2024                                                              195


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