The document provides information on conducting condition surveys and non-destructive evaluation of concrete structures. It discusses examining concrete to identify distress, collecting a structure's history, and assessing causes of issues like corrosion or cracking. Non-destructive tests mentioned include rebound hammer, ultrasonic pulse velocity, pullout tests, and cover meter readings to evaluate concrete strength, cracking, and rebar location without damaging the structure. The document provides detailed procedures for performing these assessments and tests.
This power point presentation gives you information about the various chemicals, admixtures used to repair members and improve the properties of concrete. it gives you information about the various types of concrete. it gives you information about the various methods of repair.
This presentation has been prepared by civil engineering students of Tolani Foundation Gandhidham Polytechnic:
DHAWANI LAVISH
GAYAKWAD TEJAS
GORASIYA MAYUR
HIRANI YATIN
KATARMAL DARSHAN
LALWANI PIYUSH
MALI VISHNU
PATEL PARTH
PRAJAPATI JAYESH
PRAJAPATI KALPESH
Thank You!!
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
non destructive concrete testing equipment
non destructive concrete testing methods
non destructive test Penetration method
Rebound hammer method
Pull out test method
Ultrasonic pulse velocity method
Radioactive methods
methods of testing concrete
concrete strength testing methods
types of non destructive testing
non destructive concrete testing equipment
concrete tests pdf
destructive and non destructive testing
concrete testing procedures
non destructive test for concrete
destructive and non destructive testing
non destructive testing pdf
types of non destructive testing
non destructive testing methods
non destructive testing methods ppt
DESTRUCTIVE AND NON-DESTRUCTIVE TEST OF CONCRETEKaran Patel
The standard method of evaluating the quality of concrete in buildings or structures is to test specimens cast simultaneously for compressive, flexural and tensile strengths.
The main disadvantages are that results are not obtained immediately; that concrete in specimens may differ from that in the actual structure as a result of different curing and compaction conditions; and that strength properties of a concrete specimen depend on its size and shape.
Although there can be no direct measurement of the strength properties of structural concrete for the simple reason that strength determination involves destructive stresses, several non- destructive methods of assessment have been developed.
This power point presentation gives you information about the various chemicals, admixtures used to repair members and improve the properties of concrete. it gives you information about the various types of concrete. it gives you information about the various methods of repair.
This presentation has been prepared by civil engineering students of Tolani Foundation Gandhidham Polytechnic:
DHAWANI LAVISH
GAYAKWAD TEJAS
GORASIYA MAYUR
HIRANI YATIN
KATARMAL DARSHAN
LALWANI PIYUSH
MALI VISHNU
PATEL PARTH
PRAJAPATI JAYESH
PRAJAPATI KALPESH
Thank You!!
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
non destructive concrete testing equipment
non destructive concrete testing methods
non destructive test Penetration method
Rebound hammer method
Pull out test method
Ultrasonic pulse velocity method
Radioactive methods
methods of testing concrete
concrete strength testing methods
types of non destructive testing
non destructive concrete testing equipment
concrete tests pdf
destructive and non destructive testing
concrete testing procedures
non destructive test for concrete
destructive and non destructive testing
non destructive testing pdf
types of non destructive testing
non destructive testing methods
non destructive testing methods ppt
DESTRUCTIVE AND NON-DESTRUCTIVE TEST OF CONCRETEKaran Patel
The standard method of evaluating the quality of concrete in buildings or structures is to test specimens cast simultaneously for compressive, flexural and tensile strengths.
The main disadvantages are that results are not obtained immediately; that concrete in specimens may differ from that in the actual structure as a result of different curing and compaction conditions; and that strength properties of a concrete specimen depend on its size and shape.
Although there can be no direct measurement of the strength properties of structural concrete for the simple reason that strength determination involves destructive stresses, several non- destructive methods of assessment have been developed.
This topic discusses in general about the repair, maintenance and their strategies to be followed. It is also discussed about the assessment procedures and investigations to be done while repairing any structures.
It is used as a mould for a structure in which fresh concrete is poured only to harden subsequently.
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Purpose, Need, Importance, Methods, Causes and types of defects in buildings, Preparation of report on maintenance work, Remedial measures and execution procedure of any one, Types of building maintenance work.
This topic discusses in general about the repair, maintenance and their strategies to be followed. It is also discussed about the assessment procedures and investigations to be done while repairing any structures.
It is used as a mould for a structure in which fresh concrete is poured only to harden subsequently.
formwork for concrete slab
beam formwork
steel formwork
doka h20
types of formwork
formwork for concrete
what is formwork in construction
building formwork
plywood disadvantages
advantage plywood
advantages and disadvantages of wood
best plywood for formwork
plywood formwork for concrete
mdf advantages and disadvantages
examples of advantages and disadvantages
advantage steel and construction
advantages of steel
disadvantages of steel structures
examples of advantages and disadvantages
advantages and disadvantages of surveys
wiki advantages and disadvantages
steel formwork design
steel formwork system
Purpose, Need, Importance, Methods, Causes and types of defects in buildings, Preparation of report on maintenance work, Remedial measures and execution procedure of any one, Types of building maintenance work.
NDT (NON DESTRUCTIVE TESTING) OF CONCRETE STRUCTURE ANSHULAnshul Shakya
Non-destructive testing (NDT) methods have a large potential to be part of such a system. NDT methods in general are widely used in several industry branches. Aircrafts, nuclear facilities, chemical plants, electronic devices and other safety critical installations are tested regularly with fast and reliable testing technologies. A variety of advanced NDT methods are available for metallic or composite materials. In reassessment of existing structures, have become available for concrete structures, but are still not established for regular inspections.
Therefore,the objective of this project is to study the applicability, performance, availability, complexity and restrictions of NDT. The purpose of establishing standard procedures for nondestructive testing (NDT) of concrete structures is to qualify and quantify the material properties of in-situ concrete without intrusively examining the material properties. There are many techniques that are currently being research for the NDT of materials today. It is focuses on the NDT methods relevant for the inspection and monitoring of concrete materials. In recent years, innovative NDT methods, which can be used for the assessment of existing structures, have become available for concrete structures, but are still not established for regular inspections. Therefore, the objective of this project is to study the applicability, performance, availability, complexity and restrictions of NDT.
The purpose of establishing standard procedures for nondestructive testing (NDT) of concrete structures is to qualify and quantify the material properties of in-situ concrete without intrusively examining the material properties. There are many techniques that are currently being research for the NDT of materials today. This chapter focuses on the NDT methods relevant for the inspection and monitoring of concrete materials.
The quality of new concrete structures is dependent on many factors such as type of cement, type of aggregates, water cement ratio, curing, environmental conditions etc. Besides this, the control exercised during construction also contributes a lot to achieve the desired quality. The present system of checking slump and testing cubes, to assess the strength of concrete, in structure under construction, are not sufficient as the actual strength of the structure depend on many other factors such as proper compaction, effective curing also. Considering the above requirements, need of testing of hardened concrete in new structures as well as old structures, is there to assess the actual condition of structures.
Non destructive test in CIVIL ENGINEERING Construction SAURABH GUPTA
NON DESTRUCTIVE TEST (NDT)
SAURABH GUPTA
BLOG - http://notescivil.blogspot.in/
After this seminar you will able to answer the following
Non- destructive testing
Rebound hammer testing
Ultrasonic pulse velocity test
Cover test
methods including principle, advantages and point of action
NDT
Technique to test new or old concrete structure with respect to its strength and durability ,without or partial damage to a small part of concrete.
It doesn’t estimate ultimate or yield strength of concrete.
It is easy mechanized method, and is very cost effective , many test can be performed at the same cost of single destructive test.
No sample is required to collect for the laboratory testing as compare to some methods destructive testing
TEST
Rebound Hammer Test
Windsore Probe Testing
Ultrasonic Pulse Velocity Test
Acoustic Emission Method
Pulse Echo Method
Initial Surface Absorption Test
Radar Technique
Infrared Thermography
Quantab Test
Carbonation test
Profometer / Rebar locator
REBOUND HAMMER TEST (IS 13311 II)
Determination of strength and hardness of concrete.
ULTRASONIC PULSE VELOCITY TEST (IS 13311 I)
To determine the homogeneity, compatibility and cracks or void if present .
PROFOMETER / REBAR LOCATOR
Location of bar and diameter of bar
CARBONATION TEST
To estimate the amount of carbon and corrosion estimation.
To assess the likely compressive strength of concrete with help of with suitable co-relations between rebound index and compressive strength.
To assess the uniformity of concrete.
To assess the quality of concrete in relation to standard requirements.
To assess the quality of one element of concrete in relation to another
This method can be used with greater confidence for differentiating between the questionable and acceptable part of a structure or for relative comparison between two different structure.
When the plunger of rebound hammer is pressed against the surface of concrete, the spring control mass rebounds and the extent of such rebound depend upon the surface hardness of concrete, the rebound is thus related with compressive strength of concrete and the graduated scale is designated as rebound number
It Consists of spring controlled mass that slides on a plunger within a tubular housing.
The impact energy required for rebound hammer for different application is different (shown in table in next slide)
Rebound hammer is used to check –
1 Compressive strength of concrete
2 Uniformity of concrete
3 Quality of element of concrete
Ultrasonic pulse velocity test
To assess the uniformity and homogeneity of concrete.
To assess the quality of concrete in relation of standard requirement.
Detection of presence of voids, cracks & imperfection of concrete.
Measurement of changes occurring with time in the properties of concrete.
To overcome all these problems, the methods have been developed for investigation and evaluation of concrete st
Non Destructive and Partially Destructive Testing Of Concrete StructuresGautam Chaurasia
The major non destructive and partially destructive methods of concrete testing have been discussed here. I hope it will be beneficial to everyone interested in this broad topic.
This presentation describes 6 methods to check concrete sample by performing non destructive testing.
1. Rebound hammer
2. Dye penetration test
3. Pull out test for concrete
4.Half cell potentiometer test
5.Rebar scanner
6 ultrasonic pulse velocity test
Nondestructive testing (NDT) is the process of inspecting, testing, or evaluating materials, components or assemblies for discontinuities, or differences in characteristics without destroying the serviceability of the part or system.
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Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
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Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
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Condition survey and non destructive evalution of concrete
1. CONDITION SURVEY AND NON
DESTRUCTIVE EVALUTION
AVINASH KUMAR GUPTA
CCW TRAINING INSTITUTE
NEW DELHI
07/04/2017
2. CONDITION SURVEY
• Examination of concrete
• For identifying and defining areas of distress.
• Recording history from inception to
completion and subsequent life.
3. Objective
• Identify cause of distress and sources
• Assess: extent of distress due to corrosion,
fire, earthquake, any other reason
• Asses residual strength of structure and its
rehabilitability
• Prioritize the distressed elements as per
seriousness.
• To select and plan the effective remedy.
4. Stages of condition survey
• Prioritize distressed elements according to
seriousness for repairs.
• a) Preliminary inspection
• b) Planning
• c)Visual Inspection
• d) Field and laboratory testing.
5. Preliminary inspection
• History of structure from client, owner,
occupants, General public in building,
• Note records, previous repairs history and
expenses done for the same.
• All possible data and information.
• Practical restriction in survey and safety
requirements for survey team.
• Extent and quantum of survey work
• Time required ( survey and execution )
• Advise immediate safety measures
6. Information gathering
• . Period of construction
• Construction details (drg,arch,structural )
• Exposure conditions
• Designed and present use of structure.
• Previous changes in use
• Record of structural changes if done.
• Record of 1st
occurrence of defect.
• Details of repairs carried out previously.
• Previous reports etc.
• Details from owner, photographs
7. Planning survey
• Field documents
• Plans and actual observations each room-
wise.
• Previous report , advise if any and
implementation done as per report,
• Grouping of structural elements ( external,
interior etc )
• Exposure conditions
8. Classification of damage
• Class O : No distress but cosmetic repairs
• Class 1 : Minor repairs ( superficial repairs )
• Class 2 : Medium repairs ( patch repairs )
(minor structure cracks)
• Class 3 : Principal repairs (spalling of cover
concrete,structural cracks,cracks along bars)
• Class O : Major repairs(replacement of
structural Members)
9. Grade for Assessment of the building
• Based on the inspection and observation the distress level of the
selected buildings may be categorizedas mentioned below:
• G1 – No distress observed
• G1 – Minor distress observed in few structural members, which can
be repaired under the advice of a structural engineer.
• G2 – Medium distress observed in few structural members, which
can be repaired / rehabilitated including strengthening with the
advice of a structural engineer
• G3 – Severe distress observed in some of the structural members,
which can be rehabilitated including strengthening with the advice
of a structural engineer.
• G4 – Severe distress is observed which could prove dangerous,
hence evacuation at an early date is required.
10. Visual Inspection
• Workmanship, structural serviceability, material
deterioration mechanism
• General health( structural and non structural elements)
• Preparation of estimate / bill of quantities.
• Quantify extent of distress
• Photographic record.
• Obstructions for visual inspection to be noted.
• Understanding structural system / deviations
• Leakage , seepage due to inadequate drainage system
• Types of cracks and its pattern
• Color and texture of concrete surface (chemical attack or
disintegration by way of leaching
11. Record
• Areas of high distress
• Cracks and their locations
• Excessive deflections
• Exposure conditions of various distressed areas.
• Moisture / seepage / leakages / dampness
locations.
• Abnormal vibrations in structure.
• Algae, fungus growth, trees on structure.
• Photographic record.
• Areas of immediate concern
12. Considerations for repairs strategy
• Identification of cause of problem.
• Assessment and extent of damage.
• Availability space and accessibility w.r.t.
ongoing activities in building.
• propping structural members in case of major
repairs , severely damaged elements (columns
etc ).
• Safety measures to avoid mishaps
13. Non destructive Evaluation tests
• These tests do not impair performance of the
member, They are field or laboratory tests.
• Put under five categories based on purpose,
In-situ-Concrete strength
Chemical attack
Corrosion activity
Fire damage
Structural integrity and soundness
14. Non Destructive Testing
• Nondestructive testing in the broad sense
refers to methods whereby internal
characteristics of solid structures can be
examined without permanently affecting the
structure. Thus, parts that prove to be
satisfactory under specified test conditions
are not degraded by the test procedures
15. NDT , Introduction
• Nondestructive testing (NDT) is the process of
inspecting, testing, or evaluating materials,
components or assemblies for discontinuities,
or differences in characteristics without
destroying the serviceability of the part or
system. In other words, when the inspection
or test is completed the part can still be used
16. NDT- Purpose
•-Assessment of Existing Structures in the
Absence of Drawings.
•-Quick assessment of the structure
17. NDT -Advantages
• Access to hidden items – “see through
walls”
• Better investigations with NDT
• Rapid accumulation of data
• Generally less expensive than destructive
testing.
18. NDT - Disadvantages
1. More than one test method may be required
2. Environmental conditions may effect or
distort results
3. Construction details & building components
may effect results
4. Some conditions cannot be determined with
a reasonable degree of accuracy without
destructive testing
19. Non destructive Testing
• A : In- situ-concrete test
• - rebound hammer
• - Ultrasonic pulse velocity
• - Windsor probe
• - Pull out test :
• Core cutting / sampling, lab testing of cores
• - Load test
20. Non destructive Testing
• B : Chemical attack
• Carbonation test
• Chloride test
• Sulphate test
• C: Corrosion potential assessment
• Cover meter ( checking cover)
• Half cell potential
• Resistivity meter
• Permeability ( air and water )
21. Non destructive Testing.
• D: Fire damage assessment
• Thermo gravimetric analysis (TGA)
• Differential Thermal analysis (DTA)
• X-ray diffraction (XRD)
• E: Structural Integrity/ soundness
• Ultrasonic pulse velocity ( discontinuities, cracks
and depth of cracks)
• Radiography
• Impact echo test
22. • The rebound hammer can provide a fairly
accurate estimate of concrete compressive
strength.
• The concrete should be 14 to 56 days old.
• Surface Condition:
• The surface of the concrete at the point tested
must be smooth, dry, and free of honeycombing.
Otherwise, rebound readings will be low
Indicating a weaker concrete than is actually the
case. The rubbing stone provided can be used to
grind the surface smooth, if necessary
23. Location of Test PointsLocation of Test Points
• The concrete to be tested must be at least
four inches thick: It is also recommended that
readings be taken only where the concrete
has been in contact with the form. These
conditions are most easily satisfied if the
readings are taken along the edge of the tank
on the sides and ends where the adjoining
concrete face (i.e., wall, top, or bottom) can
support the point of contact.
24.
25. PROCEDURE
• Remove hammer from case and press the
plunger end against a hard surface to release the
plunger from the locked position. (Do not press
lock button while doing this.)
• Position hammer horizontally with plunger end
against wall at a point.
• Slowly apply pressure until hammer fires. This
will occur when only approximately 1/2 inch of
the plunger is still visible. Do not press the lock
button during this step.
26. • A). Remove hammer from case and press the
plunger end against a hard surface to release
the plunger from the locked position. (Do not
press lock button while doing this.)
• B). Position hammer horizontally with plunger
end against wall at a point.
• C). Slowly apply pressure until hammer fires.
This will occur when only approximately 1/2
inch of the plunger is still visible. Do not press
the lock button during this step
27. Procedure Contd.
• With the hammer still pressed against the
wall, read the rebound number off the scale
provided on the hammer. If it is necessary to
move the hammer before reading, press the
lock button. The rebound number should be
read to two significant figures.
• Repeat the above procedure at different
points around the wall until a total of ten
readings has been taken
28.
29. This is based on the principle that the velocity
of an ultrasonic pulse through any material
depends upon the density. Comparatively
higher velocity is obtained when concrete
quality is good in terms of density, uniformity
etc.
Pulse Velocity measurements can be used to
assess the presence of cracks, voids etc.,
quality of concrete relative to standards
requirements.
30. UPV Test contd.
There are three possible ways of measuring
pulse velocity.
i) Direct transmission
ii) Semi direct transmission
iii) Indirect transmission (surface probing)
Out of the three methods, the direct
transmission method is considered to be the
best
31.
32.
33.
34. condition of concrete based on
pulse velocity are given below
S.No. Pulse Velocity Condition of concrete
I in(Km/Sec.)
•1. Above 4.5 Excellent
•2. 3.5 to 4.5 Good
•3. 3.0 to 3.5 Medium
•4. Below 3.0 Poor
35. PULLOUT TESTPULLOUT TEST
• The fundamental principle behind pull out testing
with LOK-test and CAPO test is that the test
equipment designed to a specific geometry will
produce results (pull-out forces) that closely
correlate to the compressive strength of concrete.
The first method ,using the cast steel disc is called LOK
test. The second method shown in fig.2 using
expandable ring is called CAPO test (i.e. Cut and Pull
out Test). The diameter of both the disc and ring is
25mm. the distance to the concrete surface is also
25mm. the inner diameter of the counter-pressure is
55mm.
36.
37.
38. The relationship between the pullout force Fu
in kN and compressive strength Fc in MPa
The relationship between the pullout force Fu in kN and compressive strength Fc in MPa is given in fig
04/14/17 38
39. Pull out tests are used toPull out tests are used to
Determine in-situ compressive strength of the
concrete
Ascertain the strength of concrete for
carrying out post tensioning operations.
Determine the time of removal of forms and
shores based on actual in-situ strength of the
structure.
Terminate curing based on in-situ strength
of the structure
40. 4.Core cutter4.Core cutter
The test should be taken at points where
minimum strength and maximum stress are
likely to coincide. But, at the same time, the
core cutting causes some damage to the
member and may impair the future
performance of the member. Therefore, in
slender members, the core should be taken
away from the critical section. For
compression testing, the diameter of the core
should be at least three times the nominal
maximum aggregate size
41. Core Cutter is used to cut the core from the
existing concrete structure for testing the
physical properties of the concrete like
compressive strength, density, water
absorption, crack depth and chemical test like
depth of carbonation and chloride content
etc. It can also be used to inspect the interior
region of the structural members.
45. • Cover meters are electromagnetic in
operation. Electric currents in a coil winding in
the search head generate a magnetic field
which propagates through the concrete and
will interact with any buried metal present,
such as reinforcing steel.It is the generic term
for equipment used to locate steel reinforcing
bar in concrete and to estimate the thickness
of the concrete cover over the reinforcement
47. Tomography means imaging an object by
taking measurements from “slices” of its cross-
section.
Tomography means imaging an object by taking
measurements from “slices” of its cross-section.
04/14/17 47
50. This test is carried out to assess the quality / uniformity of concrete
at various depths. The instrument consists of a four probe device.
Electrical current is passed through the outer probes & the potential
drop is measured by the inner probes. From the current & voltage
drop measurements, the resistivity of concrete can be measured.
Electrical resistivity = 2(pi)aE/i (in kilo-ohm cm)
where a = distance between probes
= 5 cm in the 1st set of readings
= 10 cm in the 2nd set of readings
E = potential difference between inner two probes in mV
Most useful test in tunnel structure