This document summarizes research on the effect of high temperatures on the compressive strength of concrete. Ninety concrete cubes were cast in three grades and subjected to temperatures from 200°C to 800°C for 1-2 hours. Testing found that strength was largely unaffected up to 350°C but started declining at 500°C, with over 30% reduction at 650°C. Beyond 650°C, concrete was largely decimated. Higher exposure times and temperatures led to greater strength reduction. The research adds to understanding concrete performance in fire conditions and suggests serviceability may be maintained up to 500°C but major repair is needed over 650°C.
Mechanism of different chemical attacks in a concrete like chloride attack, sulfate attack , which causes corrosion and spalling. Other reactions are alkali aggregate reaction , alkali silica reaction in concrete etc.
Repair, rehabilitation and retrofitting of structures - RRSShanmugasundaram N
Strengthening of Structural elements, Repair of structures distressed due to corrosion, fire, Leakage, earthquake – DEMOLITION TECHNIQUES - Engineered demolition methods - Case studies.
what is polymer concrete, types, properties, material used in manufacturing process , manufacturing process, applications and their advantages. case study on polymer composite concrete.
Check out this video ▶https://youtu.be/gtqBQQ-V-T4 for an explanation of this slide.
IS 456:2000 is an important code for every civil engineer and also for every exam aspirant. This code gives various provisions for a concrete structure consisting of elements like beams, slabs, columns, footing. This slide gives a comprehensive summary of all the important code provisions that are usually asked in many examinations.
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
Mechanism of different chemical attacks in a concrete like chloride attack, sulfate attack , which causes corrosion and spalling. Other reactions are alkali aggregate reaction , alkali silica reaction in concrete etc.
Repair, rehabilitation and retrofitting of structures - RRSShanmugasundaram N
Strengthening of Structural elements, Repair of structures distressed due to corrosion, fire, Leakage, earthquake – DEMOLITION TECHNIQUES - Engineered demolition methods - Case studies.
what is polymer concrete, types, properties, material used in manufacturing process , manufacturing process, applications and their advantages. case study on polymer composite concrete.
Check out this video ▶https://youtu.be/gtqBQQ-V-T4 for an explanation of this slide.
IS 456:2000 is an important code for every civil engineer and also for every exam aspirant. This code gives various provisions for a concrete structure consisting of elements like beams, slabs, columns, footing. This slide gives a comprehensive summary of all the important code provisions that are usually asked in many examinations.
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH WASTECERAMIC TILE IN CONCRETELokeshShirbhate2
PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH WASTECERAMIC TILE IN CONCRETE.
This Presentation is Describe the behavior of concrete after the use of Ceramic tiles in concrete as a replacement of coarse Aggregate.
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
This is the 1st Lecture Series on Design Reinforced Cement Concrete (IS 456 -2000).
In this video, you will learn about the objective of structural designing and then basic properties of concrete and steel.
Concrete properties like...
1. Grade of Concrete
2. Modulus of Elasticity
3. Characteristic Strength
4. Tensile Strength
5. Creep and Shrinkage
6. Durability
Reinforced Steel Properties....
1. Grade and types of steel
2. Yield Strength of Mild Steel and HYSD Bars
Strength and durability of concrete - Repair and rehabilitation of structures...Shanmugasundaram N
Quality assurance for concrete – Strength, Durability and Thermal properties, of concrete - Cracks, different types, causes – Effects due to climate, temperature, Sustained elevated temperature, Corrosion - Effects of cover thickness.
Effect of varying temperatures on the quality of concrete with 5% addition of...McKevin Ramduma
The high rate of building collapse in Nigeria has been a source of concern to
professionals and stakeholders in the building construction industry. Research has
shown that 100% of buildings collapsed in Nigeria were made from reinforced
concrete (Lekan, 2011). Cement which is a main binder in concrete production is
expensive particularly in developing countries like Nigeria, therefore increasing the
demand to explore pozzolanic potentials of clay. In the local construction industry,
shabby construction practices such as mixing concrete on the bare ground or the
deliberate addition of clay to concrete has effect on the properties of such concrete.
Fire hazards subject concrete structures to high temperature conditions which lead to
uneven expansion of the structure, causing cracks and eventually, failure of the
structure. High temperatures have effect on concrete properties such as appearance,
durability and compressive strength. Though extensive research has been done on the
effect of clay impurities on various properties of concrete, this project aims at
assessing the effect of varying temperatures on the properties of concrete containing
clay addition.
Fifteen 150mm×150mm×150mm samples of concrete cubes of mix ratio 1:2:4,
water/cement ratio of 0.45 and 5% clay addition were cast and cured for 28 days.
After curing, the samples were subjected to varying temperatures (100°C, 200°C,
300°C, 400°C and 500°C) and crushed. The findings from the results of the experiment
revealed that, concrete cube samples subjected to temperatures above 400°C failed to
meet the required 21N/mm2 compressive strength for normal weight concrete used for
structural purposes.
Since next-gen graphics became the standard for visuals across desktops and consoles, more and more architects employ the power of the Game Engines to show off their designs. The quality bar for effects is now close to feature film, but little was done to improve the knowledge of compelling storytelling. In this short talk we’ll explore not only how far the borders have been push, but also how architects can team up with directors and game designers to bring their ideas into the immersive virtual reality.
This it the presentation for my lecture in Designmorphine Forum 2015.
PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH WASTECERAMIC TILE IN CONCRETELokeshShirbhate2
PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH WASTECERAMIC TILE IN CONCRETE.
This Presentation is Describe the behavior of concrete after the use of Ceramic tiles in concrete as a replacement of coarse Aggregate.
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
This is the 1st Lecture Series on Design Reinforced Cement Concrete (IS 456 -2000).
In this video, you will learn about the objective of structural designing and then basic properties of concrete and steel.
Concrete properties like...
1. Grade of Concrete
2. Modulus of Elasticity
3. Characteristic Strength
4. Tensile Strength
5. Creep and Shrinkage
6. Durability
Reinforced Steel Properties....
1. Grade and types of steel
2. Yield Strength of Mild Steel and HYSD Bars
Strength and durability of concrete - Repair and rehabilitation of structures...Shanmugasundaram N
Quality assurance for concrete – Strength, Durability and Thermal properties, of concrete - Cracks, different types, causes – Effects due to climate, temperature, Sustained elevated temperature, Corrosion - Effects of cover thickness.
Effect of varying temperatures on the quality of concrete with 5% addition of...McKevin Ramduma
The high rate of building collapse in Nigeria has been a source of concern to
professionals and stakeholders in the building construction industry. Research has
shown that 100% of buildings collapsed in Nigeria were made from reinforced
concrete (Lekan, 2011). Cement which is a main binder in concrete production is
expensive particularly in developing countries like Nigeria, therefore increasing the
demand to explore pozzolanic potentials of clay. In the local construction industry,
shabby construction practices such as mixing concrete on the bare ground or the
deliberate addition of clay to concrete has effect on the properties of such concrete.
Fire hazards subject concrete structures to high temperature conditions which lead to
uneven expansion of the structure, causing cracks and eventually, failure of the
structure. High temperatures have effect on concrete properties such as appearance,
durability and compressive strength. Though extensive research has been done on the
effect of clay impurities on various properties of concrete, this project aims at
assessing the effect of varying temperatures on the properties of concrete containing
clay addition.
Fifteen 150mm×150mm×150mm samples of concrete cubes of mix ratio 1:2:4,
water/cement ratio of 0.45 and 5% clay addition were cast and cured for 28 days.
After curing, the samples were subjected to varying temperatures (100°C, 200°C,
300°C, 400°C and 500°C) and crushed. The findings from the results of the experiment
revealed that, concrete cube samples subjected to temperatures above 400°C failed to
meet the required 21N/mm2 compressive strength for normal weight concrete used for
structural purposes.
Since next-gen graphics became the standard for visuals across desktops and consoles, more and more architects employ the power of the Game Engines to show off their designs. The quality bar for effects is now close to feature film, but little was done to improve the knowledge of compelling storytelling. In this short talk we’ll explore not only how far the borders have been push, but also how architects can team up with directors and game designers to bring their ideas into the immersive virtual reality.
This it the presentation for my lecture in Designmorphine Forum 2015.
For a long time in the past, people have the notion that charisma is something 'god-given' and belongs only to a certain groups of people.
In this modern age, we have come to realize that charisma is a behavioural quality that anyone can learn and develop.
Becoming charismatic - like becoming anything else you want to be - is no longer a gift from the gods, or a posh education. If you want to be charismatic, you can be.
There are 7 components to charisma and you can learn all of them in this deck.
So far, all of the exercises presented in this module have been statically determinate, i.e. there have been enough equations of equilibrium available to solve for the unknowns. This final section will be concerned with statically indeterminate structures, and two methods used to solve these problems will be presented.
Study of Fire on Structural Materials and Its ProtectionRSIS International
Fire Safety is one of the important parameter in
modern design philosophy. Effect of fire on structural elements
made up of concrete and steel are quite different and is mostly
considered as secondary effects. Both most widely used
structural materials concrete and steel shows different response
when subjected to fire of constant temperature. Thus detailed
study on effect of fire on structural materials like concrete and
steel under different loading conditions, exposure conditions and
cooling methodology is essential. In the present study effect of
fire on concrete cubes subjected to different loading conditions
and cooling conditions are studied experimentally. Apart efficacy
of protective coating made up of piezoelectric powder with
structural epoxy for structural steel material subjected to
temperature exposure is also explored. It has been found that,
compressive strength of concrete cube reduces significantly when
preloaded with load irrespective of types of cooling methods.
EXPERIMENTAL STUDY ON THE PERFORMANCE OF HYBRID FIBRE REINFORCED CONCRETE AT ...AM Publications
The main objective of this study is to understand the fundamental behaviour of FRC when it is exposed to elevated temperatures. However, rather than relying on one type of fibre, this study proposed of mixing two different types of fibre in concrete which will then be exposed to elevated temperatures from normal temperature i.e. 27 °C (room temperature) to 200°C, 400 °C and 600 °C for one hour and cooled to room temperature before testing. The two types of fibres used, steel and Recron 3s (polyester) fibres, have different characteristics. The study is mainly focused on the experimental work. Concrete mixes prepared are without fibre, with either or both steel fibre and Recron 3s fibres. Dosage of steel fibre is 1% by volume of concrete and Recron 0.1% by volume of concrete. The study deals with the comparison of residual strength of hybrid fibre reinforced concrete with fibre reinforced concrete. Experimental work was carried out to study the impact of elevated temperatures on the compressive strength, tensile strength and ultrasonic pulse velocity.
An Experimental Investigation on Effect of Elevated Temperatures on M35 grade...IJERD Editor
In the event of sudden fire break out, the concrete elements such as columns, beams etc. are
subjected to extreme temperatures. The assessment of their performance after fire becomes necessary to decide
upon its fitness and required repair measures. Hence, it is important to understand the changes in the concrete
properties due to its exposure to extreme temperatures. It is important to know the effect of elevated temperature
on the properties of concrete. In this project thesis work experimental investigation is carried out to study the
effects of elevated temperatures on the compressive strength of normal concrete and on concrete by partial
replacement of cement with various percentages of fly ash. In the present study a concrete mix M35 and is taken.
In the normal concrete, cement is replaced with (0, 5, 10, 15, 20 and 25%) fly ash.The compressive strength of
concrete with various percentages of fly ash (0%to 25%) are subjected to temperatures (400 to 6000C), for
different time periods (30 and 60min) which were tested for 28 days and 56 days of curing. The samples are
cured in water and later exposed to various temperatures with various time periods. After heating the samples in
electrical furnace to the desired temperatures .They are allowed to cool to the room temperatures and tested
under compression. The average of the readings obtained is recorded and presented in various tables. This study
shows that the compressive strength of fly ash (0%to 10%) concrete is more than the normal concrete at room
temperatures and elevated temperatures and also compared to compressive strength of fly ash (15%to 25%)
concrete.
Experimental study of temperature rise and early age thermal crack control in...eSAT Journals
Abstract The issues related to thermal cracking of concrete at early age are discussed in this paper. The main cause of these cracks are inhomogeneous volume changes associated with thermal and moisture gradients occurring in concrete structures which affects the durability of structure, serviceability or its appearance. The experimental study was carried out on six cast in-place reinforced concrete slabs and three reinforced thick concrete walls of different section thicknesses to determine the peak temperature rise in the structure, which was determined using temperature sensor (Thermocouple). Results obtained in the study indicated different peak rise in temperature for different section thickness, it was also studied that slabs and walls of same section thickness, produced nearly same peak temperature rise in the structure. The paper also discusses crack control measure by provision of distribution reinforcement to prevent early age thermal cracking based on the thermal data's obtained in the field. The design is carried out as per the available provisions in Indian code for the field data's, and the design results are compared with the available data's in Indian codes.. Keywords: Mass Concrete, Peak rise in temperature, Thermal gradient, Section thickness, Thermal cracks
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
Experimental Study of Mesh Confined Concrete Subjected to High Temperatureijtsrd
Nowadays fire accidents are happening in most of the buildings which causes heavy damage to the buildings and result in loss of durability. In order to avoid the consequences an experimental investigation is carried out using mesh confinement concrete. Concrete is a non combustible material and has a slow rate of heat transfer. High temperature can cause the formation of cracks. These cracks resembles like any other cracks propagation may eventually cause loss of structural collapse and shorting of span life. One mighty problem which occurs when concrete is exposed to fire is spalling. This is the phenomenon in which explosion ejection of chunks in concrete from the surface of the material, due to the breakdown in surface tensile strength. In order to reduce early cover spalling, a new idea has been investigated. This is implemented by installing relatively cheap materials such as glass mesh, nylon mesh, GI weld mesh and wire mesh in cylindrical specimens with a length of 300mm and 150mm diameter. It has been understood from the literature to reduce the spalling in concrete and strength can be improved by mesh confinement. Hence an experimental investigation will be done to study the performance of mesh confinement concrete subjected to fire. M. Gowtham Vignesh "Experimental Study of Mesh Confined Concrete Subjected to High Temperature" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26356.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/26356/experimental-study-of-mesh-confined-concrete-subjected-to-high-temperature/m-gowtham-vignesh
Fire damage, evaluation, ndt, and repair of concrete structuresAkshaykumar More
Reinforced concrete and masonry structures are protected from fire by the cover that is present over the reinforcement, whereas steel structures are protected with externally applied fire- resistive materials. All three of these types of structures must be properly evaluated after a fire to assess the nature and extent of the damage.
A proper assessment of the structure after a fire event involves both field and laboratory work to determine the extent of fire damage, in order to design appropriate and cost effective repairs. This presentation presents an overview of how to conduct an evaluation of fire-damaged Concrete structures.
Corrosion resistance performance of fly ash blended cement concreteseSAT Journals
Abstract Durability of reinforced concrete with respect to corrosion of reinforcement is one of the major aspects to be considered in the management of civil infrastructure systems. An accelerated laboratory test method developed at SERC where the concrete specimen containing rebar is subjected to polarization under a constant voltage in a sodium chloride solution. It is found that the current response with time follows that of a typical service life model indicating depassivation and corrosion propagation. Index terms- Materials, cement, super plasticizer, workability, compressive strength etc.
Corrosion resistance performance of fly ash blended cement concreteseSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Similar to Effect of High Temperature on Compressive Strength of Concrete (20)
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
#vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore#blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #blackmagicforlove #blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #Amilbabainuk #amilbabainspain #amilbabaindubai #Amilbabainnorway #amilbabainkrachi #amilbabainlahore #amilbabaingujranwalan #amilbabainislamabad
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
Effect of High Temperature on Compressive Strength of Concrete
1. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE)
e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 1 Ver. II (Jan- Feb. 2015), PP 66-70
www.iosrjournals.org
DOI: 10.9790/1684-12126670 www.iosrjournals.org 66 | Page
Effect of High Temperature on Compressive Strength of Concrete
Ashok R. Mundhada1
Dr. Arun D. Pofale2
1
(Professor, Civil department, PRMIT & R, Badnera, Amravati-444701, India,)
2
(Retired Professor, Department of Civil Engineering, VNIT, Nagpur, India,)
Abstract: This work was carried out to assess the effect of high temperatures on compressive strength of
concrete. Effect of fire on concrete is a relatively less explored area because of the lesser use of RCC structures
in Europe/USA as compared to steel structures. Ninety concrete cubes of 150 mm size, divided equally over
three different grades of design mix concrete viz. M: 30, M: 25 & M: 20 were cast. After 28 days’ curing & 24
hours’ air drying, the cubes were subjected to different temperatures in the range of 200°C to 800°C, for two
different exposure times viz. 1 hour & 2 hours in an electric furnace. The heated cubes were cooled at room
temperature for 24 hours & then subjected to cube compressive strength test. Results revealed fairly robust
performance up to 500°C, with strength coming down only slightly. Up to this stage, the fire affected structural
members remain serviceable although the factor of safety would come down. Affected structure/ structural
members would require minor repairs & patchwork to recuperate. At or @ 650°C, the fall in concrete strength
would be a cause for concern. Major retrofitting might be required. At or beyond 650°C, concrete stood
completely decimated.
Keywords: RCC, Fire, Compressive Strength of concrete
I. Introduction
Fire is an emergency, from which no structure, howsoever well-built, is immune. With the increased
incidents of major fires in buildings; assessment, repairs and rehabilitation of fire damaged structures has
become a topic of interest. RCC in relation to fire is relatively less explored because of the lesser use of RCC
structures in Europe/USA as compared to steel structures. There is an urgent need to collect more data & lay
more emphasis on design oriented “Passive measures” rather than just relying on fire fighting measures known
as “Active measures”. Whereas, the earthquakes in India during last couple of decades have resulted in a lot of
awareness & concern amongst individuals, media & authorities, the same can„t be said about fire. Ignorance on
part of the consultants & civic authorities has resulted in structures that are sub-standard from fire resistance
view point. There is an urgent need to gather additional information about performance of R.C.C. under fire in
order to create a general awareness & improve the existing practices & Code provisions.
This work provides an insight in to the strength of concrete at high temperatures. The research involved
casting 90 concrete cubes of 150 mm size, divided equally over three different grades of design mix concrete
viz. M: 30, M: 25 & M: 20. After 28 days‟ curing & 24 hours‟ air drying, the cubes were subjected to different
temperatures in the range of 200°C to 800°C, for two different exposure times viz. 1 hour & 2 hours in an
electric furnace. The heated cubes were cooled at room temperature for 24 hours & then subjected to cube
compressive strength test. Results add to the available database & provide useful information about the
performance of concrete made by using the aggregates available in this part of the world, during calamities like
fire.
II. Previous Research
Khoury Gabriel A. et al. [1] did research work on effect of elevated temperatures on concrete. As per
them, basic creep studies at constant temperatures indicated a marked increase in creep above 550–600°C for
cement paste and lightweight concrete which suggested that the structural, though not necessarily the refractory,
usefulness of Portland cement-based concretes in general would be limited to temperatures below 550–600°C.
Chakrabarti S. C. et al. [2] conducted an extensive test program for assessing the residual strength of
concrete after fire. The authors proclaimed that the concrete actually gained some strength between 100 to
300°C in the presence of siliceous & carbonaceous aggregates. Some other researchers too have reported this
phenomenon which has more detractors than supporters. As per the authors, concrete didn‟t lose much of its
strength up to 500°C & in fact regained 90% of lost strength up to this temperature after about a year. The
theory of fire affected concrete regaining some of its strength with time is not an established one. Concrete
cubes heated beyond 800°C for 4 hours started crumbling after 2-3 days.
Phan Long T. et al. [3] performed experiments on high-strength concrete (HSC) and normal strength
concrete (NSC) at elevated temperature in order to study the phenomenon of explosive spalling associated with
HSC & suggest further research needs. The differences were found to be most pronounced in the temperature
2. Effect of high temperature on compressive strength of concrete
DOI: 10.9790/1684-12126670 www.iosrjournals.org 67 | Page
range of 200°C to 400°C.
High strength concrete is a material often used in the construction of high rise buildings. Ravindrarajah
R. [4] et al. summarized and discussed the degradation of the strengths and stiffness of high-strength concrete in
relation to the binder material type. The results showed that the binder material type had a significant influence
on the performance of high-strength concrete particularly at temperatures below 800°C. The influence of the
binder material type was significantly decreased at temperature of 1000°C. The strengths and stiffness of high-
strength concrete were reduced with the increase in temperature without any threshold temperature level.
III. Experimental Work
An electric furnace was used to heat the specimens. The maximum attainable temperature in this
furnace was 1000°C. The inner depth of the furnace was 1000mm. Initially the furnace was heated to the
required temperature and when the required temperature was attained the specimens were put inside with the
door closing tightly so that no air could enter. Each time 3 cubes were kept at various temperatures and the same
procedure was repeated for 1 & 2 hours time duration. After the specified time duration, the cubes were taken
out & air cooled at room temperature for 24 hours.
The moulds were of 150 mm size conforming to IS: 10086-1982 [6]. In assembling the mould for use,
the joints between the sections of mould were thinly coated with oil and a similar coating of oil was applied
between the contact surfaces at the bottom of the mould and the base plate in order to ensure zero leakage
during the filling. The interior surfaces of the steel moulds were thinly coated with oil to prevent adhesion of
concrete.
Figure 1. Electric Furnace Figure 2. Hot Cubes Being Taken Out Of Furnace
The specimens for testing were concrete cubes. Thirty concrete cubes of size 150mm were cast for each
grade of concrete. Three different grades of design mix concrete, M: 30, M: 25 & M: 20 were used. Mix design
was carried out using the Ambuja method of design, a popular mix design method in India suggested by the
Swiss cement manufacturing giant, Holcim Ltd. Cement & aggregates from the same batch were used for all the
specimens.
Cement used was Birla OPC conforming to IS 8112-1989 [7]. Manufacture‟s certificate was obtained
for the batch. Fine aggregates consisted of natural river sand conforming to Zone II of IS 383-1970 [8]. The
coarse aggregates consisted of crushed hard blue granite passing through 20 mm sieve & retained on 4.75mm
sieve. Potable water was used.
Table 1: Cube casting schedule
SR.
NO
Grade & Proportion
Date of Casting
Cubes
Notation
Curing Period
In Days
Type Of Cement
No. of
Cubes
1
M 30
(1: 2.03: 2.63)
22-02-2014 F1 - F30 28
Birla 53 Grade
OPC
30
2
M 25
(1: 2.29: 2.97)
23-02-2014 F31 - F60 28
Birla 53 Grade
OPC
30
3
M 20
(1:2.57 :3.32)
24-02-2014 F61 - F90 28
Birla 53 Grade
OPC
30
All the cubes (90 in all) were cured in a curing tank for 28 days & then tested on the 30th day. Nine
specimens (3 of each concrete grade) were tested for compressive strength at room temperature, and the results
were tabulated. Nine specimens each (3 of each concrete grade) were heated in the electrical furnace at 350°C
for 1 hour and 2 hour respectively without any disturbance. Same procedure was repeated for 9 specimens each
at 500°C, 650°C and 800°C. However, at 200°C the cubes were heated for 2 hours only, as only 30 cubes were
3. Effect of high temperature on compressive strength of concrete
DOI: 10.9790/1684-12126670 www.iosrjournals.org 68 | Page
cast for each grade. After heating, specimens were kept aside for normal cooling at atmospheric temperature for
24 hours.
Figure 3: Casting of Cubes Figure 4: Cube compression test
After air cooling, the cubes were subjected to compressive strength test on a cube testing machine as
per IS: 516 – 1959 (Reaffirmed 1999) [9].
IV. Scrutiny Of Results
Table 2 below depicts the compression test results obtained for M: 30 grade of concrete. For the sake of
brevity, the tables for M: 25 & M: 20 Grade concrete are omitted. Fig. 5 & Fig. 6 below are graphical
manifestation of the same results. A careful glance at these plots shows persistent fall in compressive strength of
concrete at elevated temperatures. Along with the compressive strength, change in appearance & colour was
also noted down.
A careful study of these tables & graphs would reveal that, up to 350°C, the fall in compressive
strength was negligible at less than 10%. At 500°C, the values of cube compressive strength became conscious
of exposure time. For one hour exposure time, the fall remained negligible at @ 10% but almost doubled to @
20 % for two hour‟s exposure time. Still, it is clear that up to 500°C, only factor of safety will come down but
the structure/member will remain serviceable. Beyond this, the fall in cube compressive strength became louder
& louder. The percentage fall at 650°C was between 30-40 %. Concrete strength became low & unacceptable.
The percentage fall at 800°C was @ 50 % for one hour exposure time & more than 60% for two hours exposure
time. A higher exposure time, resulted in an inferior response across all grades, especially so at higher
temperatures. Higher concrete grades gave seemingly higher strengths in absolute terms. But the percentage fall
remained identical across all concrete grades.
Visual inspection of the heated samples revealed minor cracking up to 500°C but pronounced cracking
beyond that. At 800°C, concrete looked in bad shape. Colour changes after heating were also studied. Normal
grey colour of cement was maintained up to 200°C & even at 350°C. But at 350°C, brownish patches
developed. At 500°C, the grey shade became darker but at 650°C, it became whitish grey. At 800°C, the colour
got changed to buff (yellowish brown).
Table 2: Compressive strength of concrete grade M: 30
No.
Temperature
(°C)
Heating
Time (Hrs.)
Failure Load (N)
fck
(N/mm²)
Average
Average Fall
(%)
1 30 0 830000.00 36.89
2 30 0 880000.00 39.11 40.89 0
3 30 0 1050000.00 46.67
4 200 2 750000.00 33.33
5 200 2 870000.00 38.67 37.33 8.70
6 200 2 900000.00 40
7 350 1 880000.00 39.11
8 350 1 780000 34.67 37.48 8.34
9 350 1 870000 38.67
10 350 2 860000 38.22
11 350 2 710000.00 31.56 36.44 10.88
12 350 2 890000.00 39.55
4. Effect of high temperature on compressive strength of concrete
DOI: 10.9790/1684-12126670 www.iosrjournals.org 69 | Page
13 500 1 760000 33.78
14 500 1 870000.00 38.67 36.45 10.85
15 500 1 830000.00 36.89
16 500 2 730000 32.44
30.51 19.2417 500 2 630000 28
18 500 2 700000 31.11
19 650 1 680000 30.22
20 650 1 610000 27.11 28 31.52
21 650 1 600000 26.66
22 650 2 680000 30.22
23 650 2 570000 25.33 25.63 37.31
24 650 2 480000 21.33
25 800 1 420000.00 18.67
26 800 1 450000.00 20 20.45 49.98
27 800 1 510000.00 22.67
28 800 2 300000.00 13.33
29 800 2 340000.00 15.11 15.11 63.04
30 800 2 380000.00 16.89
Figure 5: % Fall in compressive strength after 1 hour Figure 6: % Fall in compressive strength after 2 hours
V. Conclusion
Based on the results & their scrutiny, the following conclusions could be drawn:
1. Up to 350°C, concrete remains almost unaffected in appearance & strength.
2. At 500°C, quality of concrete suffers slightly & strength too comes down. Structure/ structural members
remain serviceable although the factor of safety comes down. Affected structure/ structural members will
require minor repairs & patchwork to recuperate.
3. At or @ 650°C, the fall in concrete quality & strength becomes a cause for concern. Major retrofitting
might be required.
4. Beyond 650°C, concrete stands decimated on all accounts. Affected members/portion will require
replacement.
5. Higher exposure time results in greater damage. This calls for active measures to limit exposure time.
6. Within the ambit of NSC (Normal strength concrete), higher grade concrete performs better in absolute
terms.
Acknowledgement
The authors are grateful to Prof. Ram Meghe Institute of Technology & Research, Badnera, Amravati-
444701, India, for making the library & laboratory facilities available for this experimental work.
References
[1]. Gabriel A. Khoury, Patrick J.E. Sullivan, Research at Imperial College on the effect of elevated temperatures on concrete, Fire
Safety Journal, Volume 13, Issue 1, 7 April 1988, Pages 69-72
[2]. S. C. Chakrabari, K. N. Sharma, Abha Mittal, Residual strength in concrete after exposure to elevated temperature, The Indian
Concrete Journal, December 1994, pp. 713-717
[3]. Long T. Phan and Nicholas J. Carino, Fire performance of high strength concrete: Research Needs, Proceedings of ASCE/SEI
Structures Congress 2000, Philadelphia, USA
[4]. R. Sri Ravindrarajah, R. Lopez and H. Reslan, Effect of Elevated Temperature on the Properties of High-Strength Concrete
containing Cement Supplementary Materials, 9th International Conference on Durability of Building Materials and Components,
Rotterdam, Netherlands, 17-20th March, 2002, Paper 081, 8 pages
5. Effect of high temperature on compressive strength of concrete
DOI: 10.9790/1684-12126670 www.iosrjournals.org 70 | Page
[5]. Dr A Kumar, V Kumar, Behaviour of RCC Beams after Exposure to Elevated Temperatures, Journal of the Institution of Engineers
(I), Vol 84, November 2003, pp. 165 to 170
[6]. Specification for moulds for use in tests of cement and concrete (Bureau of Indian Standards, IS: 10086-1982)
[7]. Specifications for 43 grade OPC (Bureau of Indian Standards, IS 8112: 1989)
[8]. Specifications for coarse and fine aggregates from natural source for concrete (Bureau of Indian Standards, IS 383-1970)
[9]. Methods of tests for strength of concrete (Bureau of Indian Standards, IS: 516 – 1959 (Reaffirmed 1999)