Compressive strength of concrete is an important factor in designing reinforced concrete structures. It is often measured by testing concrete cube specimens at 28 days. The characteristic compressive strength refers to the grade of concrete, such as M25, while the design strength accounts for some margin above the characteristic strength. Proper procedures must be followed for sampling, casting, curing, handling and testing of cube specimens to obtain accurate compressive strength results. Factors like material quality, workmanship and testing equipment can influence the test results.
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
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
Characteristic Cube Strength,Universal Testing Machine,Tensile Strength of concrete,Cylindrical Strength of concrete,Ponding of concrete,HYSD and Mild Steel bars, Effective cover in concrete,Stress-Strain block for RCC Section,Moment of Resistance for RCC Section,Shear Resistance of RCC Section,Bearing Strength of concrete,Bond Length and Bond Strength
“Partial Replacement of Coconut Shell Ash with Cement in Concrete” Rajesh Kumar Gautam
Now A Day’s The Cost of Cement Used In Concrete Work Is on Increasing And Unaffordable. Yet The Need For Housing And other Construction Requiring This Materials Keep Growing With Increase Population. Thus The Need To Find Alternative Binding Materials That Can Be Used Solely or In Partial Replacement of Cement ,Agricultural Waste Materials, In This Case Coconut Shell, Which Are Environmental Pollutants ,Are Collected And Burnt In Open Air To Produce Coconut Shell Ash (CSA) . Which Used As Partial Replacement of Cement In Concrete Production. Concrete Cube Are To Be Produced Using Various Replacement Level of 00, 05, 10, 15, 20 and 25 Percentage of Ordinary Portland Cement With Coconut Shell Ash . A Total Of 24 Cubes Are To Be Produced And Cured For 7 And 28 Days Respectively. Properties Such As Compressive Strength, Finesse Test ,Specific Gravity.
5 Must Know Types of Concrete Testing for Civil EngineersSHAZEBALIKHAN1
The five concrete tests explained in the article are basic and must do. The tests methods, procedures, relevant code are mentioned. Workability test, temperature test, setting time test, compressive strength test, permeability test.
it is useful for getting the information about the impact of human hair on the concrete. and variance of the mechanical properties of concrete like compessive strength, flexural strength, shatter resistance and spllitting tensile strength etc...
Characteristic Cube Strength,Universal Testing Machine,Tensile Strength of concrete,Cylindrical Strength of concrete,Ponding of concrete,HYSD and Mild Steel bars, Effective cover in concrete,Stress-Strain block for RCC Section,Moment of Resistance for RCC Section,Shear Resistance of RCC Section,Bearing Strength of concrete,Bond Length and Bond Strength
“Partial Replacement of Coconut Shell Ash with Cement in Concrete” Rajesh Kumar Gautam
Now A Day’s The Cost of Cement Used In Concrete Work Is on Increasing And Unaffordable. Yet The Need For Housing And other Construction Requiring This Materials Keep Growing With Increase Population. Thus The Need To Find Alternative Binding Materials That Can Be Used Solely or In Partial Replacement of Cement ,Agricultural Waste Materials, In This Case Coconut Shell, Which Are Environmental Pollutants ,Are Collected And Burnt In Open Air To Produce Coconut Shell Ash (CSA) . Which Used As Partial Replacement of Cement In Concrete Production. Concrete Cube Are To Be Produced Using Various Replacement Level of 00, 05, 10, 15, 20 and 25 Percentage of Ordinary Portland Cement With Coconut Shell Ash . A Total Of 24 Cubes Are To Be Produced And Cured For 7 And 28 Days Respectively. Properties Such As Compressive Strength, Finesse Test ,Specific Gravity.
5 Must Know Types of Concrete Testing for Civil EngineersSHAZEBALIKHAN1
The five concrete tests explained in the article are basic and must do. The tests methods, procedures, relevant code are mentioned. Workability test, temperature test, setting time test, compressive strength test, permeability test.
it is useful for getting the information about the impact of human hair on the concrete. and variance of the mechanical properties of concrete like compessive strength, flexural strength, shatter resistance and spllitting tensile strength etc...
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
About
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.
• 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.
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.
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.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
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.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
2. Compressive Strength of Concrete
R.C.C.Structures
Modern Day construction utilizes the efficiency of Reinforced
Cement Concrete (R.C.C) to a great extent
Technological Advances in R.C.C contribute to Construction of
Mega and High Rise Structures across the Globe
3. Compressive Strength of Concrete is an important element in designing
R.C.C Structure
R.C.C.Structures
Compressive Strength of Concrete
Consequently Quality of concrete manufactured is often measured by
its Compressive Strength
4. Compressive Strength of Concrete
Characteristic Strength = Grade of Concrete
Defined as compressive strength of concrete specimen
after 28 days of curing
M25, M30, M35, M40, etc., ………
Characteristic Strength vs Design Strength
M25, M30, M35, M40, etc., ………
Is Characteristic Strength = Design Strength ?
No
5. Compressive Strength of Concrete
Design Strength = Target Mean Strength
= Characteristic Strength + Margin
Target Mean Strength
f’ ck = f ck + 1.65 X S or f ck + 2.33 X S
Characteristic Strength vs Design Strength
f’ ck = f ck + 1.65 X S or f ck + 2.33 X S
f’ ck = Target Mean Strength
f ck = Characteristic compressive strength in 28 days
S = Standard Deviation
1.65 Not more 5% of the results falls below characteristic value
2.33 Not more 1% of the results falls below characteristic value
6. Labcrete vs Sitecrete Courtesy: Prof.Basheer, QUB, UK
Compressive Strength of Concrete
16
18.5
Structure
7. 150mm X 150mm X 150mm – IS, BS EN, SS
100mm X 100mm X 100mm (for MSA20mm) – IS, BS EN, SS
Sampling as per IS 1199:1959 IS 4926:2003
Compressive Strength of Concrete
Sampling and Testing of Cube Specimen
Making Cube Specimen as per IS 516:1959
Curing Cube Specimen as per IS 516:1959
Testing Cube Specimen as per IS 516:1959
13. De-moulding specimens
It must be ensured that concrete has attained hardened state before de-
moulding
Compressive Strength of Concrete
De-moulding shall be done with utmost care to prevent any damage, external
and internal, to the specimen
One day old specimen is like a “New Born Baby”
14. Compressive Strength of Concrete
Loosening Base Plate Lifting from Base Plate
Loosening Base Plate Lifting from Base Plate
Loosening Site Plates
Lifting Moulds gently
15. Curing to prevent loss of moisture
The test specimen shall be stored at the site in a place free from vibration,
under damp matting, sacks or other similar material for 24 hours ± ½ hour from
the time of adding the water to the other ingredients
Compressive Strength of Concrete
Lifting and leading shall be done with proper care to avoid impact on
specimen
The specimen shall be stored in water at a temperature of 27°± 2°
C until the
time of test
16. Curing to prevent loss of moisture
Compressive Strength of Concrete
Curing specimen in water at a temperature of 27°± 2° C until the time of test
17. Transportation of test specimens
Avoid loss of moisture and deviations from the required temperature at all
stages of transport, by, for example,
packing the hardened test specimens in wet sand or wet sawdust or wet
cloths, or sealed in plastic bags containing water
Compressive Strength of Concrete
cloths, or sealed in plastic bags containing water
Avoid vibration to specimen while lifting and transportation
22. Compressive Strength of Concrete
IS 456 Interpretation of Test Results of Sample
The test results of the sample shall be the average of the strength of three
specimen
The individual variation should not be more than 15% of the average.
If more, the test results of the sample are invalid
If more, the test results of the sample are invalid
Concrete shall be deemed to comply with the strength requirements when both
the following condition are met:
The mean strength determined from any group of four consecutive test results
compiles with the appropriate limits in col 2 of Table 11
Any individual test result complies with the appropriate limits in col 3 of Table
11.
23. Compressive Strength of Concrete
IS 456 Interpretation of Test Results of Sample
specified
Grade
Mean of the Group of
4 Non-Overlapping
Consecutive Test Results
In N/mm2
Individual Test
Results
In N/mm2
(1) (2) (3)
M 20 fck + 0.825 X established SD fck - 3 N/mm2
M 20
or
above
fck + 0.825 X established SD
(rounded off to nearest 0.5 N/ mm2)
Or
fck + 3 N/mm2,
whichever is greater
fck - 3 N/mm2
Only 5% results is expected to fall below “fck” when value of “k” used in design is 1.65
Only 1% results is expected to fall below “fck” when value of “k” used in design is 2.33
“fck actual” can be calculated when 30 or more results are available through
Mean Value – 1.65X k or Mean Value – 2.33 X k
25. fck actual = 36.23 – 2.33 * 3.85
= 27.25 MPa 25 MPa
Compressive Strength of Concrete
fck actual – Based on actual cube results
hence OK
For illustration purpose
26. Factors affecting Test Results
Material – Parent Batch of the Sample (w/c, bleeding, segregation)
Men – Mould Preparation, Sampling, Compaction, De-Moulding, Curing,
Handling, Identification Testing
Compressive Strength of Concrete
Handling, Identification Testing
Machine – Capacity, Stability, Accuracy (Digital is Preferable), Hardness of
Machine, Platens Calibration
27. Simple Mistakes can reduce the strength of Concrete cubes
So
Compressive Strength of Concrete
So
“Do it right the first time”
28. Simple Mistakes reduce the strength - Shape
Compressive Strength of Concrete
Proper Shape ensures Equal Diagonal measurements and Uni-axial Loading
29. Failure Pattern of Cube – BS EN 12390-3 : 2002
Compressive Strength of Concrete
Satisfactory failure Patterns
30. Simple Mistakes reduce the strength - Shape
Compressive Strength of Concrete
Skew Shape resulting in Un-equal Diagonal measurements and eccentric loading
Eccentricity could pull strength down by 4 MPa or more
31. Failure Pattern of Cube – BS EN 12390-3 : 2002
Compressive Strength of Concrete
Eccentricity could pull strength down by 4 MPa or more
32. Simple Mistakes reduce the strength - Poor Early Curing
Compressive Strength of Concrete
Poor Early Curing will affect 28 day cube results
Cube specimen can loose internal moisture easily when
exposed, due to larger surface area
33. Simple Mistakes reduce the strength – Poor Compaction
Compressive Strength of Concrete
Concrete
Density in
kg/cum
Volume of
150mm
size cube
Corresponding
Weight
of cube in kg
2400 0.003375 8.100
Verifying Cube Weight to ensure Compacted Concrete Density
Low cube weight could be an indication of Poor Compaction
2400 0.003375 8.100
2425 0.003375 8.184
2450 0.003375 8.269
2475 0.003375 8.353
2500 0.003375 8.438