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PRESENTATION ON RADIOGRAPHY Danish Khan
000CE11DD07
Ayush
Bhardwaj
000CE11DD05
RAJIV GANDHI PROUDYOGIKI
VISHWAVIDYALAYA
DUAL DEGREE PG PROGRAM
OUTLINE
Principle
Gamma Ray Radiography
Application in Structural Engineering
X Ray Radiography
Safety Measures
Conclusion
INTRODUCTION
Rad
iogr
aphy
Gamma Ray Radiography
X-Ray Radiography
Neutron Radiography
Micro Radiography
PRINCIPLE
When radiographic rays are directed into an
object, some of the photons interact with the
particles of the matter and their energy can be
absorbed or scattered. This absorption and
scattering is called “Attenuation”.
ATTENUATION
The relationship between the intensity of photons
incident and transmitted is:
where
I is transmitted photon intensity,
I0is incident photon intensity,
µ is attenuation coefficient,
x is thickness of object
EFFECT OF ATTENUATION
As the radiation passes through the member its
intensity is reduced according to the thickness,
density and absorption characteristics of the
materials within the member.
The quantity of radiation passing through the
member is recorded on a film.
GAMMA RAY RADIOGRAPHY
Gamma rays are types of electromagnetic radiation
of shorter wavelengths than visible light
Shorter wavelengths permit penetration through
materials
High energy levels break chemical bonds
allows “looking” inside structures with
photographic fidelity
ELECTROMAGNETIC SPECTRUM
GAMMA RAYS
Gamma radiation is the product of radioactive atoms.
Depending upon the ratio of neutrons to protons
within its nucleus, an isotope of a particular element
may be stable or unstable.
Over time, the nuclei of unstable isotopes
spontaneously disintegrate, or transform, in a
process known as “radioactive decay” and such
material is called “radioactive
material”.
RADIOACTIVE DECAY
GAMMA RAY SOURCES USED
Two of the most common industrial gamma-ray
sources for industrial radiography are Iridium-192 and
Cobalt-60
Iridium 192 –
Energy : 0.317 to 0.468 MeV
upto 25 to 250 mm thick concrete
Cobalt 60 –
Energy : 1.332 to 1.173 MeV
upto 125 to 500 mm thick concrete
RADIOGRAM AND ITS INTERPOLATION
SETUP FOR CONCRETE TEST
APPLICATION IN STRUCTURAL ENGINEERING Moisture Content
Detection of reinforcement location
Detection of Voids and Cracks
Detection of quality of grouted post-tensioned tendons
Measurement of bar depth and flaw depth
The failure of cables
Discontinuities of the ducts
Broken wires or cables in some cases
MOISTURE CONTENT
For materials with uniform thickness and porosity,
the transmitted intensity of gamma rays is
dependent only on the moisture content of the
pores.
Find Gamma ray intensity transmitted by that same
material when it is dry.
DETECTION OF REINFORCEMENT
Reinforcing bars absorb more energy than the
surrounding concrete and show up as light areas
on the exposed film.
DETERMINATION OF CRACKS
Cracks and voids, on the other hand, absorb less
radiation and show up as dark zones on the film.
Crack planes parallel to the radiation direction are
detected more readily than cracks perpendicular to
the radiation direction.
QUALITY OF POST TENSIONED MEMBER
Gammagraphy at 3 different location of bridge,Observe the marked void in upper duct of Plate 1 (dark band)
In Argentina’s largest bridge complex, Zárate-Brazo Largo,
MEASURING DEPTH
Depth of bar and depth of flaw can be measured by
many ways :
Rigid formula Method
Single Marker Method
Double Marker Method
RIGID BAR METHOD
B D BT, D
A T D A B
H D K
T - D
D
H
K
FILM PLANE
FLAWCONCRETESPECIMEN
SHADOWS
MARKER METHOD
MARKER
T
H
K
SOURCE PLANE
FILM PLANE
FLAWCONCRETESPECIMEN
SHADOWS
B1
A
B2
IF B2 = 2 B1FLAW IS AT CENTRE
X-RAYS
XRAY EQUIPMENT
Three basic requirements must be met to produce X
rays, namely,
(a)source of electrons as a heated filament,
(b)means of directing and accelerating the electrons
as a high voltage supply,
(c)target which the electrons can bombard, normally
in the form of heavy metal
PRINCIPLE
The specimen absorbs radiation but where it is thin
or, where there is a void, less absorption takes
place. Since more radiation passes through the
specimen in the thin or void areas, the
corresponding areas of the film are darker.
X RAY TUBE
REQUIREMENT FOR OPERATION • the X ray tube must be powered by a stable electrical supply. Power
variations in the filament and the high voltage circuit alter the
spectrum and intensity of the generated X ray.
• the target anode and its connecting support structure must be
cooled and be designed to facilitate heat dissipation. A large rotating
anode, which spreads the heat produced over a larger area of the
anode, is often used to extend the serviceable life of the anode and
provide a stable emission of spectra.
• the electron beam emitted from the cathode and the X ray beam
emitted from the anode be focused so that a narrow, high intensity
beam of X rays is produced.
GENERAL CAUTIONS IN RADIOGRAPHY
Specifically trained and accredited persons for
implementing the technique
Define a protection area around structure
Move away all the persons during the entire test
RADIATION PRECAUTIONS AND SAFETY No practice involving exposures to radiation should be adopted unless
it produces sufficient benefit to the exposed individuals or to society to
offset the radiation detriment that it causes.
In relation to any particular source, the magnitude of individual doses,
the number of people exposed and the likelihood of incurring exposure
where these are not certain to be received shall be kept as low as
reasonably achievable economic and social factors taken into account
The exposure of individuals resulting from the combination of all the
relevant practices should be subject to dose limits. These are aimed
at ensuring that no individual is exposed to radiation risks that are
judged to be unacceptable in normal circumstance
The most important aspect of radiation protection, assuming
that the practice is justified, is to keep radiation doses as low
as reasonably achievable.
REQUIREMENTS
Role of Authorities
Inspection and enforcement
Safety culture
Local rules and supervision
Quality assurance
PRACTICAL PROTECTION
Time
Distance
Shielding
Prevention of access
ADVANTAGES
Both surface and internal discontinuities can be detected.
Significant variations in composition can be detected.
It has a very few material limitations.
Can be used for inspecting hidden areas (direct access to
surface is not required)
Very minimal or no part preparation is required.
Permanent test record is obtained.
Good portability.
DISADVANTAGES
Hazardous to operators and other nearby personnel.
High degree of skill and experience is required for
exposure and interpretation.
The process is generally slow.
Highly directional (sensitive to flaw orientation).
Depth of discontinuity is not indicated.
It requires a two-sided access to the component.
DISADVANTAGES
For application in Bridges with long span, the
power required will be very high
Several hundred metres of area will need to be
cleared so that no possibility of accidental
exposure.
Not feasible in densely populated area
CONCLUSION
Gamma Ray Radiography is a powerful technique as it
enables us to look inside the structure literally
possible to study concrete reinforcements with
unprecedented detail and accuracy
Applications fall outside the scope of the routine
inspections of reinforced concrete beams columns and
slabs
Safety issues are there which needs to be taken care of
properly
Thank You
REFERENCES
Guideline on Non Destructive Testing, Ministy of Railway,
Government of India
Non-Destructive Assessment of Concrete Structures:
Reliability and Limits of Single and Combined Techniques -
RILEM STATE-OF-THE-ART REPORTS
Guidebook on NDT, Department of Atomic Energy
Investigations With Reinforced Concrete Tomography M.
A.J. Mariscotti, P. Thieberger, T. Frigerio, F. Mariscotti And
M. Ruffolo Thasa