As per IS 13311 (Part 1), the natural frequency of transducers for a path length of more than 1500 mm is:

As per IS 13311 (Part 1), the natural frequency of transducers for a path length of more than 1500 mm is:

A. Greater than or equal to 50 kHz
B. Greater than or equal to 10 kHz
C. Greater than or equal to 20 kHz
D. Less than 5 kHz
Correct Answer: C. Greater than or equal to 20 kHz

📚 Detailed Explanation: Transducer Frequency for UPV Test (IS 13311 Part 1)

Why C (≥20 kHz) is correct: The Ultrasonic Pulse Velocity (UPV) test is a non-destructive method to assess concrete quality. IS 13311 (Part 1) specifies the transducer frequency based on path length. For longer paths (>1500 mm), a lower frequency (≥20 kHz) is used because higher frequencies attenuate more rapidly over distance.

IS 13311 (Part 1): Transducer Frequency vs. Path Length

Path Length (mm) Natural Frequency of Transducer Min. Transverse Dimension (mm)
Up to 500 ≥150 kHz 25
500–700 ≥60 kHz 70
700–1500 ≥40 kHz 150
>1500 ≥20 kHz 300

Why Lower Frequency for Longer Paths?

Ultrasonic waves experience attenuation (energy loss) as they travel through concrete. High-frequency waves have shorter wavelengths and scatter more at aggregate boundaries, resulting in greater energy loss per unit distance. For long paths, a lower frequency is therefore used to ensure the pulse is detectable at the receiving transducer.

UPV Quality Assessment (IS 13311)

Pulse Velocity (km/s) Concrete Quality
>4.5 Excellent
3.5–4.5 Good
3.0–3.5 Medium / Doubtful
<3.0 Poor
  • For path lengths >1500 mm: transducer frequency ≥20 kHz.
  • Inverse relationship: longer path → lower frequency to minimize attenuation.
  • UPV test assesses concrete homogeneity, detect cracks, and estimate strength (non-destructively).

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