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Non-Destructive Testing

Non-destructive testing (NDE), also called non-destructive testing (NDT), is a method used in civil engineering to perform building inspections to detect defects in the structure of a building and the material used.
The advantage of a nondestructive testing method is precisely that it is as minimally invasive as possible. Some types of inspection leave no trace, while others involve minor interventions or the removal of certain parts of material.
Nondestructive Testing is also often useful for performing inspections or digitized mapping of infrastructure.

Non-destructive testing (NDE), also called non-destructive testing (NDT), is a method used in civil engineering to perform building inspections to detect defects in the structure of a building and the material used.
The advantage of a nondestructive testing method is precisely that it is as minimally invasive as possible. Some types of inspection leave no trace, while others involve minor interventions or the removal of certain parts of material.
Nondestructive Testing is also often useful for performing inspections or digitized mapping of infrastructure.

Here is the list of evidence analyzed in this article:

  • magnetometer test – MG
  • sclerometric test – SC
  • ultrasonic testing – UTCiv
  • sonic test – SO
  • load test – PC
  • vibration measurement – MV
  • measurements in the static field – MS (structural monitoring)
  • georadar – GR
  • infrared thermography – TTCiv

visual examination

Visual examination is the most important nondestructive inspection, the one that allows to detect, describe and catalog the main problems of structural elements detectable by the naked eye. In fact, the starting point is the visual examination, on which the definition of the investigation plan also depends. In this article (video) we analyze the nondestructive tests that have the least impact on the structure itself.

MAGNETOMETER TEST

Application
Identification of position, depth and diameter of reinforcing bars within concrete castings and detection of plaster-covered ferromagnetic elements

Strengths and limitations
Absolutely nondestructive
Difficult to define bars close together or on multiple levels

Normative reference
BS 1881-204:1988

SCLEROMETRIC TEST

Application
Determination of the rebound index of a beating mass on hardened concrete and estimation of mechanical strength using correlation tables

Strengths and limitations
Absolutely non-destructive, fast, inexpensive
Affects only the surface of the concrete

Normative reference
UNI EN 12504-2

ULTRASONIC TESTING

Application
Measurement of ultrasonic wave propagation velocity and, through correlations, estimation of compressive strength of hardened concrete

Strengths and limitations
Absolutely nondestructive, fast, inexpensive, affects the entire section
Result influenced by the presence of rebar

Normative reference
UNI EN 12504-4

SONIC TESTING

Application
By measuring the propagation velocity of the sonic wave in masonry, considerations can be made about homogeneity and elastic modulus

Strengths and limitations
Assumes only a stonation
Presence of voids or cavities may invalidate the test

Normative reference
ASTM D2845-08
ASTM C597-02

LOAD TESTS

Application
Verification of the actual behavior of structures under operating loads

Strengths and limitations
Depends on the type of evidence

Normative reference
ACI 437.2M-13
ReLUIS Guidelines 2, 2015

VIBRATION MEASUREMENT

Application
Verification of dynamic behavior of structure and validation of theoretical models

Strengths and limitations
Speed in the execution of measurements
Independence of characteristic frequencies from the forcer

Normative reference
UNI 11568
UNI ISO 5348
UNI 9916
UNI 9614
UNI 10985

STRUCTURAL MONITORING

Application
In static monitoring, displacements (e.g., crack opening) are measured; in dynamic monitoring, the magnitude of vibration is measured

Strengths and limitations
Possibility of performing continuous and remote monitoring, setting alarm thresholds, checking the variation of characteristic parameters

Normative reference
UNI/TR 11634:2016

GEORADAR TESTING

Application
The method takes advantage of the reflection of electromagnetic waves and is usually used to search for underground utilities

Strengths and limitations
Absolutely non-destructive; depending on the frequencies of the antennas, different depths can be investigated
The output of the instrument is not intuitive, and the signal is shielded by the presence of ferromagnetic materials and water

Normative reference
RILEM TC 127-MS
ASTM D6432
IEC 306-8

INFRARED THERMOGRAPHY

Application
Taking advantage of the property of any body having T greater than 0 to emit electromagnetic waves, images in the infrared range are acquired

Strengths and limitations
Non-destructive, does not require contact with the surface

Normative reference
UNI EN 16714
UNI EN 13187