Ultrasonic pulse velocity testing, rebound hammer testing, and cover meter testing are three common non-destructive testing methods for concrete structures. Ultrasonic pulse velocity testing uses transducers to transmit and receive ultrasonic pulses through concrete to assess properties like strength and uniformity without damage. Rebound hammer testing measures surface hardness through a spring-controlled hammer's rebound, indicating relative concrete strength. Cover meters use electromagnetic principles to locate and measure rebar cover thickness in concrete. Non-destructive testing provides important information on structural condition and performance without damaging the structure.
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 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
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destructive and non destructive testing
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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 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
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non destructive testing methods ppt
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
Rebound hammer test - Maintenance and Rehabilitation of StructuresAshishVivekSukh
Rebound Hammer test is a Non-destructive testing method of concrete.
Rapid indication of the compressive strength of the concrete.
The rebound hammer is also called as Schmidt hammer.
Consist of a spring controlled mass that slides on a plunger within a tubular housing.
Quality Control in Concrete and Durability factors : An overviewbybyRAJESH PRASAD,IRSE, CPM/M, RVNL. KOLKATA. An interesting and informative presentation....
Components, application, the procedure for using, interpretation of results, advantages & limitations of Ultrasonic pulse velocity method of Non-Destructive Testing is briefly described in this slide.
Ultra sonic pulse velocity tests (Concrete technology)Jayshiv Bhimani
(UPV) testing of concrete is based on the pulse velocity method to provide information on the uniformity of concrete, cavities cracks, and defects or other discontinuities.
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
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
Rebound hammer test - Maintenance and Rehabilitation of StructuresAshishVivekSukh
Rebound Hammer test is a Non-destructive testing method of concrete.
Rapid indication of the compressive strength of the concrete.
The rebound hammer is also called as Schmidt hammer.
Consist of a spring controlled mass that slides on a plunger within a tubular housing.
Quality Control in Concrete and Durability factors : An overviewbybyRAJESH PRASAD,IRSE, CPM/M, RVNL. KOLKATA. An interesting and informative presentation....
Components, application, the procedure for using, interpretation of results, advantages & limitations of Ultrasonic pulse velocity method of Non-Destructive Testing is briefly described in this slide.
Ultra sonic pulse velocity tests (Concrete technology)Jayshiv Bhimani
(UPV) testing of concrete is based on the pulse velocity method to provide information on the uniformity of concrete, cavities cracks, and defects or other discontinuities.
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
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.
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.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
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We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERSveerababupersonal22
It consists of cw radar and fmcw radar ,range measurement,if amplifier and fmcw altimeterThe CW radar operates using continuous wave transmission, while the FMCW radar employs frequency-modulated continuous wave technology. Range measurement is a crucial aspect of radar systems, providing information about the distance to a target. The IF amplifier plays a key role in signal processing, amplifying intermediate frequency signals for further analysis. The FMCW altimeter utilizes frequency-modulated continuous wave technology to accurately measure altitude above a reference point.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
1. NON-DESTRUCTIVE TESTINGNON-DESTRUCTIVE TESTING
OF CONCRETE IN STRUCTURESOF CONCRETE IN STRUCTURES
Prepared by :Prepared by : Guided by:Guided by:
NAVEEN S KADAM Prof. CM PATILNAVEEN S KADAM Prof. CM PATIL
VIII Semester Dept. of Civil EngineeringVIII Semester Dept. of Civil Engineering
Dept. of Civil EngineeringDept. of Civil Engineering
2. • The usual way of testing concrete is by meansThe usual way of testing concrete is by means
of casting cubes and then crushing them.of casting cubes and then crushing them.
• The quality of product in the field is checkedThe quality of product in the field is checked
by non-destructive methods.by non-destructive methods.
• The main advantage is determination ofThe main advantage is determination of
concrete properties without damage.concrete properties without damage.
INTRODUCTION :INTRODUCTION :
3. NEED FOR TESTING :NEED FOR TESTING :
• Monitoring long-term changes in materialMonitoring long-term changes in material
properties and structural performance.properties and structural performance.
• To check for the workmanship.To check for the workmanship.
• For remedial schemes and repairs.For remedial schemes and repairs.
• To check for design specification.To check for design specification.
5. NON-DESTRUCTIVE TESTING :NON-DESTRUCTIVE TESTING :
Common Methods:Common Methods:
1.1. Ultrasonic Pulse Velocity TestUltrasonic Pulse Velocity Test
2.2. Rebound Hammer TestRebound Hammer Test
3.3. Cover Meter TestCover Meter Test
6. 1. Ultrasonic Pulse Velocity Test1. Ultrasonic Pulse Velocity Test ::
• used to assess the quality and strength of in-used to assess the quality and strength of in-
situ concrete in structural members.situ concrete in structural members.
• used to check the compaction of concrete,used to check the compaction of concrete,
uniformity of concrete, determination ofuniformity of concrete, determination of
cracks, presence of honeycombs, level ofcracks, presence of honeycombs, level of
deterioration and also strength estimationdeterioration and also strength estimation
(qualitatively).(qualitatively).
Contd/……
7. PUNDIT (Portable Ultrasonic Non-Destructive DigitalPUNDIT (Portable Ultrasonic Non-Destructive Digital
Indicating Tester)Indicating Tester)
• consists of a pair of transducers (probes) ofconsists of a pair of transducers (probes) of
different frequencies, electrical pulse generator,different frequencies, electrical pulse generator,
electrical timing device and cables.electrical timing device and cables.
• It is based on the through-transmissionIt is based on the through-transmission
technique.technique.
8. Portable Ultrasonic Nondestructive DigitalPortable Ultrasonic Nondestructive Digital
Indicative TechniqueIndicative Technique ((PUNDITPUNDIT))
Size: 180 X 110 X 160mmSize: 180 X 110 X 160mm
Weight: 3kgWeight: 3kg
Digital display with Accuracy ±0.1 microsecondsDigital display with Accuracy ±0.1 microseconds
9. METHODS OF TESTING :METHODS OF TESTING :
1.1. Direct transmissionDirect transmission
2.2. Indirect transmissionIndirect transmission
3.3. Semi-direct transmissionSemi-direct transmission
10. DIRECT TRANSMISSION :DIRECT TRANSMISSION :
• Pulse velocity will be measured in concrete byPulse velocity will be measured in concrete by
placingplacing transducers acrosstransducers across the member exactlythe member exactly
opposite to each other.opposite to each other.
• This is the most appropriate &This is the most appropriate & reliable methodreliable method
of testing to ascertain the quality / strength ofof testing to ascertain the quality / strength of
concrete.concrete.
13. INDIRECT TRANSMISSION :INDIRECT TRANSMISSION :
• Pulse velocity will be measured in concrete byPulse velocity will be measured in concrete by
placing transducers on theplacing transducers on the same planesame plane of members.of members.
• This is theThis is the least reliableleast reliable method of testing tomethod of testing to
ascertain the quality / strength of concrete. Thisascertain the quality / strength of concrete. This
method will bemethod will be adoptedadopted only when there is no otheronly when there is no other
option.option.
15. SEMI-DIRECT TRANSMISSION :SEMI-DIRECT TRANSMISSION :
• Pulse velocity will be measured in concrete byPulse velocity will be measured in concrete by
placing transducers in planes perpendicular to eachplacing transducers in planes perpendicular to each
other.other.
• This is aThis is a moderately reliablemoderately reliable method of testing tomethod of testing to
ascertain the quality / strength of concrete.ascertain the quality / strength of concrete.
17. Method of calculation of pulse velocity :
Velocity =Velocity = (Distance travelled / Path length)(Distance travelled / Path length)
Time takenTime taken
Pulse Velocity in concrete will be representedPulse Velocity in concrete will be represented
inin Km/secKm/sec..
AppropriateAppropriate correction factorscorrection factors to be appliedto be applied
depending on site condition & factorsdepending on site condition & factors
influencing velocity of pulse.influencing velocity of pulse.
18. Pulse VelocityPulse Velocity
(kM/sec)(kM/sec)
Concrete QualityConcrete Quality
Grading (as per IS:13311Grading (as per IS:13311
(Part-1)-1992)(Part-1)-1992)
Below 3.0Below 3.0 DoubtfulDoubtful
3.1 to 3.53.1 to 3.5 MediumMedium
3.5 to 4.53.5 to 4.5 GoodGood
Above 4.5Above 4.5 ExcellentExcellent
QUALITY GRADING CHART :QUALITY GRADING CHART :
19. FACTORS INFLUENCING THE VELOCITYFACTORS INFLUENCING THE VELOCITY
OF PULSE IN CONCRETE :OF PULSE IN CONCRETE :
• Type & content of cementType & content of cement
• Influence of reinforcementInfluence of reinforcement
• Use of admixturesUse of admixtures
• Type & size of aggregatesType & size of aggregates
• Homogeneity & density of concreteHomogeneity & density of concrete
• Age of concreteAge of concrete
• Presence of voids / cavities in concretePresence of voids / cavities in concrete
• Cracks in concreteCracks in concrete
• Curing of concrete, etc.,Curing of concrete, etc.,
20. • Measurement of concrete uniformityMeasurement of concrete uniformity
• Detection of cracking and honeycombingDetection of cracking and honeycombing
• Strength estimationStrength estimation
• Assessment of concrete deteriorationAssessment of concrete deterioration
• Measurement of layer thicknessMeasurement of layer thickness
• Measurement of elastic modulusMeasurement of elastic modulus
• Strength development monitoring.Strength development monitoring.
APPLICATIONS :APPLICATIONS :
21. 2. REBOUND HAMMER TEST :2. REBOUND HAMMER TEST :
• It is a quick method for assessing the quality ofIt is a quick method for assessing the quality of
concrete based on surface hardness indicated byconcrete based on surface hardness indicated by
the Rebound number.the Rebound number.
• An higher rebound value indicates the higherAn higher rebound value indicates the higher
strength / surface hardness of concrete.strength / surface hardness of concrete.
• This equipment works based on the springThis equipment works based on the spring
controlled hammer slides on a plunger within acontrolled hammer slides on a plunger within a
tubular housing.tubular housing.
24. METHODS OF TESTING :METHODS OF TESTING :
Depending on the position of the rebound hammerDepending on the position of the rebound hammer
1.1. HorizontalHorizontal
2.2. Vertically upwardsVertically upwards
3.3. Vertically downwardsVertically downwards
4.4. Inclined vertical upwardsInclined vertical upwards
5.5. Inclined vertical downwardsInclined vertical downwards
26. POSITION OF REBOUND HAMMER -POSITION OF REBOUND HAMMER -
VERTICAL DOWNWARDSVERTICAL DOWNWARDS
27. METHOD OF CALCULATION :METHOD OF CALCULATION :
•Average rebound number will be calculatedAverage rebound number will be calculated
after exclusion of freak values and applyingafter exclusion of freak values and applying
necessarynecessary correction factorcorrection factor for position offor position of
Rebound Hammer.Rebound Hammer.
•To evaluate the strength of concrete based onTo evaluate the strength of concrete based on
the rebound numbers, an appropriatethe rebound numbers, an appropriate calibrationcalibration
chartchart shall be established based on the laboratoryshall be established based on the laboratory
tests.tests.
28.
29. FACTORS AFFECTING THE REBOUNDFACTORS AFFECTING THE REBOUND
HAMMER TESTHAMMER TEST RESULTS :RESULTS :
Mix characteristicsMix characteristics
(a) Cement type(a) Cement type
(b) Cement content(b) Cement content
(c) Coarse aggregate type.(c) Coarse aggregate type.
Member characteristicsMember characteristics
(a) Mass(a) Mass
(b) Compaction(b) Compaction
(c) Surface type(c) Surface type
(d) Rate of hardening and curing type(d) Rate of hardening and curing type
30. 3. COVER METER TEST :3. COVER METER TEST :
• Used for locating, mapping and thicknessUsed for locating, mapping and thickness
gauging of cover provided for embedded rebarsgauging of cover provided for embedded rebars
in concrete.in concrete.
• Equipment usedEquipment used ProfometerProfometer works onworks on
electromagnetic principles. The equipmentelectromagnetic principles. The equipment
consists of display unit coupled with probes ofconsists of display unit coupled with probes of
different types.different types.
33. LIMITATIONS OF THE EQUIPMENT :LIMITATIONS OF THE EQUIPMENT :
• Only peripheral rebars can be detectedOnly peripheral rebars can be detected
• Second layer (if any) of rebar's cannot be detectedSecond layer (if any) of rebar's cannot be detected
• The accuracy of the diameter of rebar will varyThe accuracy of the diameter of rebar will vary
generally in the range of 10 to 20%generally in the range of 10 to 20%
• The actual numbers and position of rebars cannotThe actual numbers and position of rebars cannot
be located if the rebars are closely spaced in onebe located if the rebars are closely spaced in one
locationlocation
34. CONCLUSIONS :CONCLUSIONS :
1.1. There are number of tests such as Non-There are number of tests such as Non-
Destructive, Semi/Partial Destructive andDestructive, Semi/Partial Destructive and
Destructive tests that in practice to evaluateDestructive tests that in practice to evaluate
structural members.structural members.
2.2. Depending on data required, site conditions,Depending on data required, site conditions,
structural member conditions, etc., any one ofstructural member conditions, etc., any one of
them or combination of the above can be usedthem or combination of the above can be used
to ascertain the status of memberto ascertain the status of member
35. contd..contd..
33.. All these test procedures will give very goodAll these test procedures will give very good
information about the condition of the structuralinformation about the condition of the structural
members.members.
4. It is very important to achieve most accurate and4. It is very important to achieve most accurate and
reliable results, for which the person whoreliable results, for which the person who
operates the equipments should be technicallyoperates the equipments should be technically
sound and shall have good experience.sound and shall have good experience.