
Ultrasonic testing analyses the propagation of elastic waves through the material to assess its homogeneity and identify internal anomalies.
Conventional measurement detects the speed at which an ultrasonic pulse propagates through the concrete: a physical response that requires interpretation and which, on its own, does not determine characteristic strength.
Conventional ultrasonic measurement determines the propagation velocity of ultrasonic pulses in concrete. Elastic waves travel through the material and their velocity depends on the characteristics of the medium they cross.
This response helps assess the continuity and homogeneity of the material; however, it is affected by moisture, geometry, reinforcement, transducer coupling and the characteristics of the concrete.

Ultrasonic velocity measurement supports several diagnostic purposes, always within a defined survey programme.
Ultrasonic velocity is an indirect index: comparable values indicate similar conditions, while significant variations may signal zones with different characteristics. Interpretation requires comparison between measurements and knowledge of the testing conditions.
A correlation appropriate to the concrete and the survey conditions can support an indirect assessment of mechanical properties. Characteristic strength does not derive automatically from ultrasonic measurement alone.
The measured velocity depends on numerous factors that must be considered in the interpretation.
Ultrasonic measurement provides indirect information averaged along the pulse path. It does not reconstruct the internal geometry of the element and does not replace direct testing of the material.
When the objective is a representation of the element's interior, ultrasonic tomography is used; when an indirect estimate of mechanical properties is needed, the measurement can be combined with the rebound hammer in the SonReb method.
Rebound hammer and ultrasonic testing provide different information: rebound is sensitive to the surface, while ultrasonic velocity relates to propagation within the material. Combining them can improve interpretation when the correlation is designed and validated for the specific concrete and survey.
The SonReb method relates rebound index and ultrasonic velocity through an appropriate correlation, for an indirect assessment: it does not automatically provide the characteristic strength.
Learn more about rebound hammer testing and SonRebUltrasonic tomography is an advanced technique that analyses the reflections of ultrasonic waves generated in the material to build a three-dimensional or sectional representation of the element's interior.
The velocity measurement described here considers pulse propagation along a path; pulse-echo tomography instead reconstructs information about the internal configuration. The two applications serve different diagnostic objectives.
Learn more about ultrasonic tomographyThe choice depends on the information that needs to be obtained.
| Method | Main information |
|---|---|
| Ultrasonic testing (propagation velocity) | Material homogeneity and comparison between zones; support for indirect assessments. |
| GPR | Position and geometry of reinforcement and embedded elements, with high productivity over large surfaces. |
| Ultrasonic tomography | Sectional or three-dimensional reconstruction of the element's interior and its discontinuities. |
| Rebound hammer and SonReb | Indirect estimate of mechanical properties through appropriate correlations. |