Topic related to material science and metallurgy, Includes basic information about steel.Also the Iron-Iron Carbon Diagrams and its structures with various features of fe-c diagram.
This document discusses ground granulated blast furnace slag (GGBFS), a byproduct of steel production that can be used in concrete production. It has several benefits over traditional Portland cement concrete including greater strength, durability, and sustainability. GGBFS concrete exhibits improved sulfate and chloride resistance, reduces temperatures in large pours, and results in a lighter colored, smoother finish. It also enhances workability and pumpability while requiring less water. Overall, incorporating GGBFS in concrete delivers higher performance while reducing costs and environmental impact.
The document provides information on aggregates used in concrete, including their definition, classification, properties, grading, and tests. It defines aggregates as materials such as sand and gravel used to make concrete and mortar. Aggregates are classified by their geological origin, size, and shape. Their properties including strength, absorption, and density are described. The importance of proper grading of aggregates for density and strength of concrete is discussed. Common tests on aggregates like crushing value, impact value, and abrasion value are outlined.
This document summarizes the results of a compaction test conducted on a soil sample. The test was performed at the CE building at Kasetsart University. Five trials were conducted to determine the water content of the soil, which ranged from 2.63% to 7.94%. Additional testing measured the wet and dry density of the soil at different water contents. The maximum dry density of 140.00 pcf occurred at the optimum water content of 7.00%.
Sand is a naturally occurring granular material composed of finely divided rock and mineral particles, with silica being the most common constituent. There are different types of sand sourced from pits, rivers, seas and dredging, with each having distinct properties that make them suitable for different construction applications like plastering, masonry or concreting. Proper testing and grading of sand ensures it meets the necessary quality standards for use in various building works.
This document provides information on the key ingredients and composition of concrete. It discusses the main components of concrete including cement, aggregates, water, and admixtures. It describes the function of each component and how they contribute to the properties of hardened concrete. It also summarizes the manufacturing process of cement and discusses Bogue's compounds which form due to chemical reactions during cement production.
Concrete is a versatile building material made by mixing portland cement, water, aggregates like sand and gravel, and sometimes admixtures. It can be easily formed and customized for different uses. Freshly mixed concrete must be workable, meaning it can be easily transported, placed, compacted, and finished without segregating. Workability depends on factors like water content, mix design, and temperature.
This document discusses ground granulated blast furnace slag (GGBFS), a byproduct of steel production that can be used in concrete production. It has several benefits over traditional Portland cement concrete including greater strength, durability, and sustainability. GGBFS concrete exhibits improved sulfate and chloride resistance, reduces temperatures in large pours, and results in a lighter colored, smoother finish. It also enhances workability and pumpability while requiring less water. Overall, incorporating GGBFS in concrete delivers higher performance while reducing costs and environmental impact.
The document provides information on aggregates used in concrete, including their definition, classification, properties, grading, and tests. It defines aggregates as materials such as sand and gravel used to make concrete and mortar. Aggregates are classified by their geological origin, size, and shape. Their properties including strength, absorption, and density are described. The importance of proper grading of aggregates for density and strength of concrete is discussed. Common tests on aggregates like crushing value, impact value, and abrasion value are outlined.
This document summarizes the results of a compaction test conducted on a soil sample. The test was performed at the CE building at Kasetsart University. Five trials were conducted to determine the water content of the soil, which ranged from 2.63% to 7.94%. Additional testing measured the wet and dry density of the soil at different water contents. The maximum dry density of 140.00 pcf occurred at the optimum water content of 7.00%.
Sand is a naturally occurring granular material composed of finely divided rock and mineral particles, with silica being the most common constituent. There are different types of sand sourced from pits, rivers, seas and dredging, with each having distinct properties that make them suitable for different construction applications like plastering, masonry or concreting. Proper testing and grading of sand ensures it meets the necessary quality standards for use in various building works.
This document provides information on the key ingredients and composition of concrete. It discusses the main components of concrete including cement, aggregates, water, and admixtures. It describes the function of each component and how they contribute to the properties of hardened concrete. It also summarizes the manufacturing process of cement and discusses Bogue's compounds which form due to chemical reactions during cement production.
Concrete is a versatile building material made by mixing portland cement, water, aggregates like sand and gravel, and sometimes admixtures. It can be easily formed and customized for different uses. Freshly mixed concrete must be workable, meaning it can be easily transported, placed, compacted, and finished without segregating. Workability depends on factors like water content, mix design, and temperature.
Stone masonry is constructed using stone units bonded together with mortar. There are two main types of stone masonry: rubble masonry and ashlar masonry. Rubble masonry uses irregularly shaped stones laid without regular coursing, while ashlar masonry uses dressed stone blocks laid in regular horizontal courses. Within rubble masonry, there are different patterns including random, square, and polygonal rubble. Ashlar masonry stones can be finely dressed, rough tooled, rock-faced, or chamfered.
This document discusses the process of manufacturing bricks. It begins by describing the composition of bricks, noting that good bricks should contain 20-30% alumina, 50-60% silica, and small amounts of lime, iron oxide, and magnesia. The document then outlines the key steps in brick manufacturing: preparation of clay, moulding, drying, and burning. For moulding, it describes hand and machine methods, and for burning it explains the three stages of dehydration, oxidation, and vitrification. The document provides details on each stage of the manufacturing process.
Bulk sand increases in volume due to moisture content forming water films around sand particles. Maximum bulking occurs at 6-10% moisture content, with finer sands bulking more. Beyond 20% moisture content, the volume equals dry sand as water films break. An experiment showed 25% bulking when wet sand was added to a container, compared to dry sand.
Connections are critical components that join structural elements to transfer forces safely. Steel connections influence construction costs and failures often originate from connections. Common steel connections include bolted, welded, and riveted joints. Bolted connections can be bearing type or friction grip bolts. Welded joints include fillet and butt welds. Connections must be designed for the expected loads, with shear connections allowing rotation and moment connections resisting it. Proper connection design is important for structural integrity and economy.
The document discusses the gel/space ratio in concrete and its relationship to concrete strength. It states that the gel/space ratio governs the porosity of concrete, with a higher ratio resulting in lower porosity and higher strength. The gel/space ratio is affected by the water/cement ratio, as a higher water/cement ratio decreases the gel/space ratio by increasing porosity. Power's experiment showed the strength of concrete has a specific relationship to the gel/space ratio that can be calculated.
4.corrosion of reinforcement in concreteAqib Ahmed
The document discusses corrosion of reinforcement in concrete structures. It explains that corrosion occurs when the alkaline environment of concrete is lost due to carbonation or chloride ingress, exposing the steel reinforcement. Factors that influence corrosion include moisture, oxygen levels, concrete quality and cracks. Corrosion causes cracks and spalling of concrete as rust occupies more space. To prevent corrosion, sufficient concrete cover, good quality concrete with low water-cement ratio, proper compaction and curing should be used. Cement polymers and electroplating steel can also increase corrosion resistance.
Construction Materials and Engineering - Module I - Lecture NotesSHAMJITH KM
This document provides information on various construction materials used in building, including their classification and properties. It discusses stones, classified as igneous, sedimentary and metamorphic based on their geological formation. Bricks and tiles are described as clay products manufactured through processes of preparation, moulding, drying and burning. The characteristics of good building stones and various stone varieties are also summarized.
Steel is an alloy of iron and carbon, with small amounts of other elements like manganese, phosphorus, and silicon. Carbon content in common steel grades ranges from 0.1-1%. These alloying elements determine the properties of different steel types. Steels are classified as low alloy (<10% other elements) or high alloy, and can be further broken down by carbon content. Low carbon steels are commonly used and have good weldability and machinability but require cold working to strengthen. Alloying elements like manganese and phosphorus increase hardness and strength but decrease ductility.
Concrete is a composite material made by binding aggregates with a cement paste. It comes in various types depending on the binding material (cement or lime) and purpose (plain, reinforced, pre-stressed). Good concrete has strength, durability, density, water tightness, workability and resistance to wear and tear. Proper mixing, placing, compaction and curing are required to develop these qualities in concrete.
FERROCRETE - MATERIAL AND CONSTRUCTION METHODSjagrutib22
Ferrocrete is a type of reinforced concrete that uses closely spaced wire mesh or small diameter rods infiltrated with mortar. It has high density and durability to withstand various climates. Ferrocrete structures are lighter than regular reinforced concrete and do not require formwork. Some applications of ferrocrete include roofing, water tanks, bridges, and precast building components. Ferrocrete is constructed by first making a wire mesh framework, applying mortar that is worked into the mesh, and compacting it. This produces a strong, lightweight material suitable for many construction applications.
قازانج و خراپییەکانی کۆنکریت
Concrete is a composite material composed of coarse aggregate bonded together with a fluid cement that hardens over time. Most concretes used are lime-based concretes such as Portland cement concrete or concretes made with other hydraulic cements, such as ciment fondu. However, asphalt concrete, which is frequently used for road surfaces, is also a type of concrete, where the cement material is bitumen, and polymer concretes are sometimes used where the cementing material is a polymer.
When aggregate is mixed together with dry Portland cement and water, the mixture forms a fluid mass that is easily molded into shape. The cement reacts chemically with the water and other ingredients to form a hard matrix that binds the materials together into a durable stone-like material that has many uses.[2] Often, additives (such as pozzolans or superplasticizers) are included in the mixture to improve the physical properties of the wet mix or the finished material. Most concrete is poured with reinforcing materials (such as rebar) embedded to provide tensile strength, yielding reinforced concrete.
Famous concrete structures include the Hoover Dam, the Panama Canal, and the Roman Pantheon. The earliest large-scale users of concrete technology were the ancient Romans, and concrete was widely used in the Roman Empire. The Colosseum in Rome was built largely of concrete, and the concrete dome of the Pantheon is the world's largest unreinforced concrete dome.[3] Today, large concrete structures (for example, dams and multi-storey car parks) are usually made with reinforced concrete.
After the Roman Empire collapsed, use of concrete became rare until the technology was redeveloped in the mid-18th century. Today, concrete is the most widely used man-made material (measured by tonnage).
The document describes the centre line method for calculating quantities of excavation, uncoursed rubble (UCR) work, and brick work for a wall. It provides an example where the centre line length of the wall is calculated by adding the lengths of sections with different widths. This total length is then multiplied by the width and depth/height of each material to determine the quantities in cubic meters of UCR work and brick work for the wall.
Site characterization and site response in port au-prince, (1)Aminruby
The document summarizes site characterization work done in Port-au-Prince, Haiti following the 2010 earthquake. Seismic data was collected from nine portable recorders which found amplification at valley and ridge sites compared to a hard rock reference site. A digital elevation model was used to create a preliminary site characterization map classifying terrain by estimated shear wave velocity. Damage maps showed highest damage occurred at ridge sites, indicating topographic effects amplified ground motions more than sediment properties. The characterization provides a starting point for microzonation but more data is needed to fully understand amplification in Port-au-Prince.
This document discusses various clay products used in construction, focusing on bricks, tiles, and roofing. It provides details on the manufacture and properties of bricks, tiles, and different types of clay roofing tiles. Bricks are made from clay or other materials and are used for walls, foundations etc. Tiles are thin clay slabs used for floors and walls, and are made through molding and firing. The document outlines the manufacturing process for tiles and desirable properties for flooring and roofing tiles. It also defines roofing terminology and provides diagrams of wooden roof structures and different types of clay roof tiles.
The document summarizes the process of brick making which includes:
1) Preparing the brick earth by removing loose soil, digging and spreading the clay, and weathering it.
2) Tempering and blending the clay with other ingredients and molding bricks by hand or machine.
3) Drying the wet bricks in dryer chambers for 24-48 hours.
4) Burning the bricks in intermittent kilns like clamp or scove kilns or continuous kilns like Hoffman, bull's trench, or vertical shaft kilns.
Lime is an important cementing material used in construction. It is classified as quicklime, hydrated lime, and hydraulic lime based on its composition and properties. Quicklime has a high calcium oxide content and must be slaked before use. Hydrated lime is pre-slaked at the manufacturing stage. Hydraulic lime contains clay, which gives it the ability to set under water. Lime is manufactured by burning limestone in kilns or temporary clamps. The properties and tests of lime determine its suitability for use in buildings.
The document discusses different types of slabs used in construction. It describes solid ground floors, suspended ground floors, upper floors, precast concrete floors, reinforced concrete slabs, flat plate slabs, waffle slabs, one-way and two-way slabs. It also discusses potential problems with slabs like cracking and dampness, and their causes such as poor construction practices, uneven settlement, inadequate strength of concrete, and improper reinforcement placement.
The document provides the specifications and design steps for a concrete mix with a target compressive strength of 25 MPa. It specifies the materials to be used including cement, fine and coarse aggregates, and their properties. An 8 step process is outlined to determine the mix proportions: (1) target strength calculation, (2) water-cement ratio selection, (3) water content determination, (4) cement content calculation, (5) aggregate volume proportions, (6) mix proportions by volume, (7) adjustments for material properties, and (8) final mix quantities. The resulting mix has a water-cement ratio of 0.467 and proportions of 1:1.5:2.696:0.467
This document provides an overview of structural steel design. It discusses steel as a structural material, its advantages, common sections and grades. It covers design philosophies like limit states, allowable stress design and load resistance factor design. Applications of steel and some key aspects of steel construction are presented. The history and role of codes are summarized. An overview of the LRFD manual is also provided.
Phosphorus should be removed after silicon. Phosphorus forms brittle iron phosphide so must be removed during steelmaking. It can be effectively removed by employing a high basicity slag created by adding lime, which separates the Fe and P lines in an Ellingham diagram. Soda ash is a stronger base than lime but is too corrosive for practical use. Phosphorus removal is best at lower temperatures to prevent reversion, and is proportional to basicity, iron oxide, and inversely proportional to temperature.
This document discusses structural steel construction methods. It describes how structural steel members like beams, columns, girders, and trusses are erected and secured together to form structural frameworks. It discusses different construction methods like beam and column construction, long span construction, and wall bearing construction. It also covers structural steel components like pre-engineered metal buildings, open web steel joists, bridging, braces, and tie rods. Additionally, it discusses fastening systems using bolts and welds and metal decking and paneling used in construction.
Stone masonry is constructed using stone units bonded together with mortar. There are two main types of stone masonry: rubble masonry and ashlar masonry. Rubble masonry uses irregularly shaped stones laid without regular coursing, while ashlar masonry uses dressed stone blocks laid in regular horizontal courses. Within rubble masonry, there are different patterns including random, square, and polygonal rubble. Ashlar masonry stones can be finely dressed, rough tooled, rock-faced, or chamfered.
This document discusses the process of manufacturing bricks. It begins by describing the composition of bricks, noting that good bricks should contain 20-30% alumina, 50-60% silica, and small amounts of lime, iron oxide, and magnesia. The document then outlines the key steps in brick manufacturing: preparation of clay, moulding, drying, and burning. For moulding, it describes hand and machine methods, and for burning it explains the three stages of dehydration, oxidation, and vitrification. The document provides details on each stage of the manufacturing process.
Bulk sand increases in volume due to moisture content forming water films around sand particles. Maximum bulking occurs at 6-10% moisture content, with finer sands bulking more. Beyond 20% moisture content, the volume equals dry sand as water films break. An experiment showed 25% bulking when wet sand was added to a container, compared to dry sand.
Connections are critical components that join structural elements to transfer forces safely. Steel connections influence construction costs and failures often originate from connections. Common steel connections include bolted, welded, and riveted joints. Bolted connections can be bearing type or friction grip bolts. Welded joints include fillet and butt welds. Connections must be designed for the expected loads, with shear connections allowing rotation and moment connections resisting it. Proper connection design is important for structural integrity and economy.
The document discusses the gel/space ratio in concrete and its relationship to concrete strength. It states that the gel/space ratio governs the porosity of concrete, with a higher ratio resulting in lower porosity and higher strength. The gel/space ratio is affected by the water/cement ratio, as a higher water/cement ratio decreases the gel/space ratio by increasing porosity. Power's experiment showed the strength of concrete has a specific relationship to the gel/space ratio that can be calculated.
4.corrosion of reinforcement in concreteAqib Ahmed
The document discusses corrosion of reinforcement in concrete structures. It explains that corrosion occurs when the alkaline environment of concrete is lost due to carbonation or chloride ingress, exposing the steel reinforcement. Factors that influence corrosion include moisture, oxygen levels, concrete quality and cracks. Corrosion causes cracks and spalling of concrete as rust occupies more space. To prevent corrosion, sufficient concrete cover, good quality concrete with low water-cement ratio, proper compaction and curing should be used. Cement polymers and electroplating steel can also increase corrosion resistance.
Construction Materials and Engineering - Module I - Lecture NotesSHAMJITH KM
This document provides information on various construction materials used in building, including their classification and properties. It discusses stones, classified as igneous, sedimentary and metamorphic based on their geological formation. Bricks and tiles are described as clay products manufactured through processes of preparation, moulding, drying and burning. The characteristics of good building stones and various stone varieties are also summarized.
Steel is an alloy of iron and carbon, with small amounts of other elements like manganese, phosphorus, and silicon. Carbon content in common steel grades ranges from 0.1-1%. These alloying elements determine the properties of different steel types. Steels are classified as low alloy (<10% other elements) or high alloy, and can be further broken down by carbon content. Low carbon steels are commonly used and have good weldability and machinability but require cold working to strengthen. Alloying elements like manganese and phosphorus increase hardness and strength but decrease ductility.
Concrete is a composite material made by binding aggregates with a cement paste. It comes in various types depending on the binding material (cement or lime) and purpose (plain, reinforced, pre-stressed). Good concrete has strength, durability, density, water tightness, workability and resistance to wear and tear. Proper mixing, placing, compaction and curing are required to develop these qualities in concrete.
FERROCRETE - MATERIAL AND CONSTRUCTION METHODSjagrutib22
Ferrocrete is a type of reinforced concrete that uses closely spaced wire mesh or small diameter rods infiltrated with mortar. It has high density and durability to withstand various climates. Ferrocrete structures are lighter than regular reinforced concrete and do not require formwork. Some applications of ferrocrete include roofing, water tanks, bridges, and precast building components. Ferrocrete is constructed by first making a wire mesh framework, applying mortar that is worked into the mesh, and compacting it. This produces a strong, lightweight material suitable for many construction applications.
قازانج و خراپییەکانی کۆنکریت
Concrete is a composite material composed of coarse aggregate bonded together with a fluid cement that hardens over time. Most concretes used are lime-based concretes such as Portland cement concrete or concretes made with other hydraulic cements, such as ciment fondu. However, asphalt concrete, which is frequently used for road surfaces, is also a type of concrete, where the cement material is bitumen, and polymer concretes are sometimes used where the cementing material is a polymer.
When aggregate is mixed together with dry Portland cement and water, the mixture forms a fluid mass that is easily molded into shape. The cement reacts chemically with the water and other ingredients to form a hard matrix that binds the materials together into a durable stone-like material that has many uses.[2] Often, additives (such as pozzolans or superplasticizers) are included in the mixture to improve the physical properties of the wet mix or the finished material. Most concrete is poured with reinforcing materials (such as rebar) embedded to provide tensile strength, yielding reinforced concrete.
Famous concrete structures include the Hoover Dam, the Panama Canal, and the Roman Pantheon. The earliest large-scale users of concrete technology were the ancient Romans, and concrete was widely used in the Roman Empire. The Colosseum in Rome was built largely of concrete, and the concrete dome of the Pantheon is the world's largest unreinforced concrete dome.[3] Today, large concrete structures (for example, dams and multi-storey car parks) are usually made with reinforced concrete.
After the Roman Empire collapsed, use of concrete became rare until the technology was redeveloped in the mid-18th century. Today, concrete is the most widely used man-made material (measured by tonnage).
The document describes the centre line method for calculating quantities of excavation, uncoursed rubble (UCR) work, and brick work for a wall. It provides an example where the centre line length of the wall is calculated by adding the lengths of sections with different widths. This total length is then multiplied by the width and depth/height of each material to determine the quantities in cubic meters of UCR work and brick work for the wall.
Site characterization and site response in port au-prince, (1)Aminruby
The document summarizes site characterization work done in Port-au-Prince, Haiti following the 2010 earthquake. Seismic data was collected from nine portable recorders which found amplification at valley and ridge sites compared to a hard rock reference site. A digital elevation model was used to create a preliminary site characterization map classifying terrain by estimated shear wave velocity. Damage maps showed highest damage occurred at ridge sites, indicating topographic effects amplified ground motions more than sediment properties. The characterization provides a starting point for microzonation but more data is needed to fully understand amplification in Port-au-Prince.
This document discusses various clay products used in construction, focusing on bricks, tiles, and roofing. It provides details on the manufacture and properties of bricks, tiles, and different types of clay roofing tiles. Bricks are made from clay or other materials and are used for walls, foundations etc. Tiles are thin clay slabs used for floors and walls, and are made through molding and firing. The document outlines the manufacturing process for tiles and desirable properties for flooring and roofing tiles. It also defines roofing terminology and provides diagrams of wooden roof structures and different types of clay roof tiles.
The document summarizes the process of brick making which includes:
1) Preparing the brick earth by removing loose soil, digging and spreading the clay, and weathering it.
2) Tempering and blending the clay with other ingredients and molding bricks by hand or machine.
3) Drying the wet bricks in dryer chambers for 24-48 hours.
4) Burning the bricks in intermittent kilns like clamp or scove kilns or continuous kilns like Hoffman, bull's trench, or vertical shaft kilns.
Lime is an important cementing material used in construction. It is classified as quicklime, hydrated lime, and hydraulic lime based on its composition and properties. Quicklime has a high calcium oxide content and must be slaked before use. Hydrated lime is pre-slaked at the manufacturing stage. Hydraulic lime contains clay, which gives it the ability to set under water. Lime is manufactured by burning limestone in kilns or temporary clamps. The properties and tests of lime determine its suitability for use in buildings.
The document discusses different types of slabs used in construction. It describes solid ground floors, suspended ground floors, upper floors, precast concrete floors, reinforced concrete slabs, flat plate slabs, waffle slabs, one-way and two-way slabs. It also discusses potential problems with slabs like cracking and dampness, and their causes such as poor construction practices, uneven settlement, inadequate strength of concrete, and improper reinforcement placement.
The document provides the specifications and design steps for a concrete mix with a target compressive strength of 25 MPa. It specifies the materials to be used including cement, fine and coarse aggregates, and their properties. An 8 step process is outlined to determine the mix proportions: (1) target strength calculation, (2) water-cement ratio selection, (3) water content determination, (4) cement content calculation, (5) aggregate volume proportions, (6) mix proportions by volume, (7) adjustments for material properties, and (8) final mix quantities. The resulting mix has a water-cement ratio of 0.467 and proportions of 1:1.5:2.696:0.467
This document provides an overview of structural steel design. It discusses steel as a structural material, its advantages, common sections and grades. It covers design philosophies like limit states, allowable stress design and load resistance factor design. Applications of steel and some key aspects of steel construction are presented. The history and role of codes are summarized. An overview of the LRFD manual is also provided.
Phosphorus should be removed after silicon. Phosphorus forms brittle iron phosphide so must be removed during steelmaking. It can be effectively removed by employing a high basicity slag created by adding lime, which separates the Fe and P lines in an Ellingham diagram. Soda ash is a stronger base than lime but is too corrosive for practical use. Phosphorus removal is best at lower temperatures to prevent reversion, and is proportional to basicity, iron oxide, and inversely proportional to temperature.
This document discusses structural steel construction methods. It describes how structural steel members like beams, columns, girders, and trusses are erected and secured together to form structural frameworks. It discusses different construction methods like beam and column construction, long span construction, and wall bearing construction. It also covers structural steel components like pre-engineered metal buildings, open web steel joists, bridging, braces, and tie rods. Additionally, it discusses fastening systems using bolts and welds and metal decking and paneling used in construction.
Steelmaking, Shaping, Treating and Processing, Steel and Steel Products (Fast...Ajjay Kumar Gupta
Steel is one of the most important and widely used products in the world. Currently, the steel industry is undergoing a process of change. As a result of ongoing technical and economic developments, the production and use of electric arc furnace steel is, beneath the steel production in a blast furnace, becoming increasingly important, continuously gaining share of world-wide steel production over the past 30 years.
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This document discusses the deoxidation of steel and inclusion control during steelmaking. It explains that oxygen dissolves in steel during production under oxidizing conditions and must be removed through deoxidation. Common deoxidizers like aluminum, silicon, and manganese are added as they have a high affinity for oxygen and form stable oxides. The thermodynamics and kinetics of the deoxidation reaction are described. Proper stirring of the melt is important to allow the deoxidation products to float to the surface and be removed. Calcium injection can also be used to modify inclusions and make them more globular and easier to remove from the steel.
1) The document discusses different steelmaking processes including the Bessemer converter process, open hearth furnace process, and basic oxygen converter process.
2) The Bessemer converter process was the first major steelmaking technique but has been replaced by basic oxygen converters. It used hot metal and an oxygen blast to oxidize impurities.
3) The basic oxygen converter process is now the dominant steelmaking method. It uses a pear-shaped vessel, oxygen lancing, and produces steel in 40-60 minutes by oxidizing impurities into slag.
The document discusses different types and production processes of steel. It begins by introducing different types of steel based on carbon content, such as mild steel and alloy steels. It then describes the basic steelmaking route involving iron making, primary and secondary steelmaking, and continuous casting. The main secondary steelmaking processes discussed are AOD, VOD, CLU, ladle furnace treatment, and RH degassing. Each process's purpose and functioning are explained briefly.
Done by Group : Professors
School Name : Alshahaniya Independent Secondry School for Boys.
Polymers Module : Through this module, students examine the different properties of the variety of polymers. Then they design and test a humidity sensor made of a polymer film. Finally, they are asked to design their own products.
the product Idea is : using Superabsorbent polymer to keep the armpit dry & prevent bad smell of sweating to appear.
The document describes a project report submitted by three students for their Bachelor of Technology degree. The report details the design of a moving bed reactor and simulation of the direct reduction process to produce sponge iron. Key equipment involved in the MIDREX process are described, including the shaft furnace reactor, reformer, and heat recovery unit. Mass and energy balances were used to model the shaft furnace and simulate the concentration and temperature profiles within the reactor.
The steelmaking team produced three batches of steel/cast iron from hematite pellets using a portable caster. Batch 1 produced over 11 pounds of metal with a pearlitic microstructure and over 3% carbon intended for cast iron. Batch 2 made under 7.3 pounds of less porous metal with ferrite grains, aiming for under 0.8% carbon steel. Batch 3 yielded around 7.7 pounds but was partially lost, showing pearlite and cementite at grain boundaries for the 1.5-2.5% carbon target. Analysis found the designs achieved the goals but improvements could be made to better control carbon levels and pouring yields.
The document describes the coil coating process, which involves cleaning and pretreating steel coils before applying primer and topcoat paint in a continuous line. Key steps include receiving raw coils, pretreating with chemicals to prepare the surface, applying primer and topcoat via coater ovens, and testing finished coils through procedures like measuring gloss, flexibility, and solvent resistance.
This document discusses the Industrial Revolution and the rise of Realism in art during the 19th century. It describes how new materials like iron, steel, concrete and glass were used in architecture, enabling new styles like steel skyscrapers. Realist works in painting and sculpture focused on everyday subjects and the problems of industrialization. Gustave Courbet was a leading realist painter known for controversial works like The Artist's Studio, which depicted members of various social classes mingling in the artist's workshop.
The Finmet process uses a train of four fluidized bed reactors to continuously reduce iron ore fines using reformed natural gas. Feed ore is charged to the top reactor and undergoes preheating, dehydration, and reduction as it moves through the counter-current reactor train. Final reduction and carburization occurs in the bottom reactor at 780-800°C, producing hot briquetted iron (HBI) at 650°C and 93% metallization. Commercial Finmet plants built include a 1 Mtpa plant in Venezuela and a now-closed 2 Mtpa plant in Australia.
Extrusion, DIrect and indirect Extrusoin Hot and Cold extrusion, Application ...Muhammad Awais
This document provides an overview of the manufacturing process of extrusion. It discusses direct and indirect extrusion as well as hot and cold extrusion. Hot extrusion is performed at elevated temperatures to reduce work hardening and make the material easier to push through the die. Common applications of extrusion include automotive and construction parts. The document also compares the advantages and disadvantages of hot and cold extrusion such as their costs, shape complexity, and environmental impact.
1) The document discusses various defects that can occur during steel ingot solidification such as pipe, columnar structure, blow holes, and segregation.
2) It provides remedies for preventing these defects, such as using a hot top feeder head to avoid pipe formation and soaking ingots to minimize segregation.
3) The document also covers the mechanisms of ingot solidification, describing how killed, rimmed, and semi-killed steels solidify into chill, columnar, and equiaxed zones within the ingot.
The document discusses fundamentals of stainless steel production using the electric arc furnace - argon oxygen decarburization (EAF-AOD) route. Key points include:
1) Preferential oxidation of carbon over chromium is desired to avoid chromium losses to slag. High temperature and reduced carbon monoxide partial pressure favor carbon oxidation.
2) Slag composition and properties are important for efficient chromium recovery, with optimal basicity between 1.3-1.8 and 6-8% aluminum oxide needed.
3) Nitrogen control involves adsorption/desorption kinetics and can be managed through blowing procedures and argon rinsing in the AOD process.
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pictorial Concepts of rolling, annealing, quenching, drawing, cold working, hot working and forging by simple diagrams.
its just basics. (no explanation )
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This document defines various metallurgical and steelmaking terms. It describes terms related to steel alloys like alloying elements, alloy steel, and plain carbon steel. It also defines terms for steel production processes such as casting, heat treatment, annealing, quenching, and cold working. Additionally, it covers steel properties and tests like hardness, tensile strength, ductility, and microstructure. The document serves as a reference for many technical terms used in steelmaking and metallurgy.
The blast furnace is an important industrial process used to extract iron from its ore. Raw materials like iron ore, limestone, and coke are input into the blast furnace where a blast of hot air helps coke burn and generates high temperatures to remove oxygen from the iron ore, leaving behind iron. The extracted iron contains impurities that are later removed in the basic oxygen furnace to produce steel.
The document summarizes the iron-iron carbide equilibrium diagram, which maps the temperature-dependent phase changes that occur during heating and cooling of iron-carbon alloys. It shows three horizontal lines indicating isothermal reactions: the peritectic reaction at 1490°C, the eutectic reaction at 1130°C, and the eutectoid reaction at 723°C. The diagram also defines the various phases that can form in iron-carbon alloys, including ferrite, austenite, cementite, and pearlite, and gives information on their crystal structures and carbon solubility ranges.
Phase diagrams graphically summarize the stable states of a substance under different conditions. The iron-carbon phase diagram shows the phases present in iron-carbon alloys at various temperatures and carbon concentrations. It indicates that iron exists in ferrite, austenite, cementite, and pearlite phases. The diagram also shows eutectic and eutectoid reactions that occur during the solidification of iron-carbon alloys. Pearlite has a lamellar structure of alternating ferrite and cementite layers.
This document provides an overview of the iron-carbon phase diagram, including:
1) It defines the various phases that appear on the diagram such as austenite, ferrite, pearlite, cementite, and martensite.
2) It explains the three main phase changes that occur - peritectic, eutectic, and eutectoid reactions.
3) It describes how the microstructure of steel depends on the carbon content, including the transformations between austenite, ferrite, and cementite that produce hypoeutectoid, eutectoid, and hypereutectoid microstructures.
This document defines and describes the various phases that appear on the iron-carbon phase diagram. It defines ferrite, austenite, pearlite, cementite, martensite, and ledeburite. It describes their crystal structures, carbon content, properties, and how they form during heating and cooling processes. The key reactions on the iron-carbon phase diagram are the peritectic reaction at 1490°C, the eutectic reaction at 1130°C, and the eutectoid reaction at 723°C. The transformation of austenite to ferrite and cementite upon cooling is also explained for hypo-eutectoid, eutectoid, and hyper-
1) The document discusses various micro-constituents that make up iron-carbon alloys including ferrite, pearlite, austenite, cementite, and martensite.
2) It provides definitions and properties of each micro-constituent, for example ferrite is a solid solution of carbon in body centered cubic iron that is the softest structure.
3) The document also discusses the transformation structures in steel and cast iron of different carbon contents during heating and cooling processes.
1. The document discusses various micro-constituents that make up iron-carbon alloys including ferrite, pearlite, austenite, cementite, and martensite.
2. It defines the structures of ferrite, pearlite, and austenite, describing their carbon content, properties, and formation temperatures.
3. The document also covers the transformation structures in eutectoid, hypoeutectoid, and hypereutectoid steels as well as eutectic, hypoeutectic, and hypereutectic cast irons.
This document discusses the iron-carbon system and the micro-constituents and structures that form in iron-carbon alloys. It defines the structures of ferrite, pearlite, austenite, cementite, and martensite that form in steel. It also discusses the transformation structures that occur in eutectoid, hypoeutectoid, and hypereutectoid steels and cast irons during heating and cooling processes.
This document discusses the iron-carbon system and the micro-constituents and structures that form in iron-carbon alloys. It defines the structures of ferrite, pearlite, austenite, cementite, and martensite that form in steel. It also discusses the transformation structures that occur in eutectoid, hypoeutectoid, and hypereutectoid steels and cast irons as they cool, including the formation of pearlite, cementite, ledeburite, and austenite mixtures.
This document discusses the iron-carbon system and the micro-constituents and structures that form in iron-carbon alloys. It defines the structures of ferrite, pearlite, austenite, cementite, and martensite that form in steel. It also discusses the transformation structures that occur in eutectoid, hypoeutectoid, and hypereutectoid steels and cast irons as they cool, including the formation of pearlite, cementite, ledeburite, and austenite mixtures.
Mumbai University.
Mechanical Engineering
SEM III
Material Technology
MOdule 2.2
Theory of Alloys& Alloys Diagrams :
Significance of alloying, Definition, Classification and properties of different types of alloys, Solidification of pure metal, Different types of phase diagrams (Isomorphous, Eutectic,
08
University of Mumbai, B. E. (Mechanical Engineering), Rev 2016 19
Peritectic, Eutectoid, Peritectoid) and their analysis, Importance of Iron as engineering material, Allotropic forms of Iron, Influence of carbon in Iron- Carbon alloying Iron-Iron carbide diagram and its analysis
This document discusses various micro-constituents and structures in iron-carbon alloys:
1) It describes the structures of ferrite, pearlite, austenite, cementite, and ledeburite - listing their carbon content, properties, and formation temperatures.
2) It explains the transformation that occurs for eutectic, hypoeutectic, and hypereutectic cast irons - involving the formation of austenite, cementite, pearlite, and ledeburite at different carbon levels and temperatures.
3) Martensite is introduced as a super-saturated solid solution of carbon in ferrite formed during rapid cooling of steel that is responsible
Part-2 Leaning to plot Fe-c diagram-BNB-audio.pptBiranchiBiswal3
The document provides information about the iron-iron carbide phase diagram, including:
1) It describes the three allotropic forms of iron that exist at atmospheric pressure - alpha iron, gamma iron, and delta iron.
2) It outlines the three horizontal lines on the phase diagram which indicate isothermal reactions - the peritectic reaction at 1490°C, the eutectic reaction at 1130°C, and the eutectoid reaction at 723°C.
3) It defines several important terms related to the phase diagram including steel, cast iron, pearlite, austenite, and ferrite as well as their properties.
This document discusses the micro-constituents and structures that form in iron-carbon alloys. It defines 9 micro-constituents - ferrite, pearlite, austenite, cementite, ledeburite, martensite, troostite, sorbite, and bainite - and describes their properties and how they form. It also discusses the transformation that occurs in eutectic, hypoeutectic, and hypereutectic cast irons upon heating and cooling.
The document discusses the iron-carbon phase diagram and the microstructures that form in steels of different carbon compositions. It defines the key phases - ferrite, austenite, cementite, pearlite - and explains how they form and transform based on the iron-carbon diagram. Specifically, it describes how hypoeutectoid, eutectoid, and hypereutectoid steels will transform as they cool, forming either primary ferrite, pearlite, or primary cementite structures respectively. The document provides detailed information on interpreting the iron-carbon phase diagram.
This document provides an overview of material science and engineering concepts related to iron-carbon alloys, including:
- The iron-carbon phase diagram, which shows the different phases that form based on carbon content and temperature. Key phases discussed include austenite, ferrite, pearlite, and cementite.
- The TTT (time-temperature-transformation) diagram, which shows the decomposition of austenite under non-equilibrium conditions based on time and temperature.
- Common heat treatment processes for steels like annealing, hardening, tempering, and their purposes. Hardening involves rapid cooling to form martensite for hardness while tempering reduces brittleness.
EQUILIBRIUM DIAGRAM OR IRON CARBON DIAGRAM.pptElavarasan S
The document summarizes key points about the iron-iron carbide equilibrium diagram, including critical temperatures, phases, and microstructures. It defines cementite, austenite, ferrite, pearlite, and ledeburite phases and describes their crystal structures, carbon content, and mechanical properties. It also discusses the allotropic transformations of iron between its alpha, gamma, and delta forms.
The document summarizes key aspects of the iron-iron carbide (Fe-Fe3C) phase diagram. It discusses the various phases present in the diagram, including α-ferrite, γ-austenite, δ-ferrite, cementite, and liquid iron-carbon solutions. The maximum solubility of carbon in each phase is specified. Microstructures that form via peritectic, eutectic, and eutectoid reactions are described. The development of microstructures for hypoeutectoid, eutectoid, and hypereutectoid steel compositions is explained. Methods for calculating phase fractions using lever rule are provided, along with example problems.
The iron-carbon phase diagram shows the equilibrium phases that exist at different temperatures depending on the carbon content of the alloy. It includes the following phases:
1) Ferrite - a body-centered cubic phase stable at lower temperatures.
2) Austenite - a face-centered cubic phase stable at intermediate temperatures.
3) Cementite - an iron-carbon intermetallic compound.
4) Pearlite - a lamellar structure of ferrite and cementite that forms during slow cooling of eutectoid steel.
5) Martensite - a super-saturated solid solution of carbon in ferrite that forms during rapid quenching.
The iron-carbon diagram (also called the iron-carbon phase or equilibrium diagram) is a graphic representation of the respective microstructure states depending on temperature (y axis) and carbon content (x axis).
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3. STEEL
Steel is also produced from pig iron by
removing the impurities and by decreasing
the carbon content.
Pig iron is again heated and the excess
carbon is removed as CO2 gas and the
oxides of other impurities form a slag on top
of the molten steel.
4. Steel Production
• Ferrous metals are those metals that
contain Iron.
• The steel production process might be
divided into three phases:
• Reduction of iron to pig iron
• Refining pig iron to steel
• Forming the steel into products
5. Composition of Steel
• The essential difference between cast iron and
steel is in the amount of carbon contained in the
constituency of the metal.
• Steel is fundamentally an alloy of iron and carbon
with carbon content less than 1.5% while cast
iron is an alloy of iron and carbon with carbon
content ranging between 1.5 to 4% .
6. FACTORS THAT AFFECT
PROPERTIES OF STEELS
Carbon content
Heat treatment and shaping method
Presence of harmful elements
Presence of alloying materials.
7. Allotropic forms of iron
• Elements or compounde exist in more
than one crystalline form under different
conditions of temperature and pressure.
• This phenomenon is called allotropy or
polymorphism.
• Allotropy is characterised by a change
in atomic structure which occure at a
difinite transformation temperature.
8. Fe-C True Equilibrium
Diagram
8
A phase diagaram
shows us the
microstructure
within a material
as function of the
material
composition and
material
temperature
1600
1400
1200
1000
800
600
400
0 1 2 3 4 90
L
g +L
+ Graphite
Liquid +
Graphite
(Fe) Co, wt% C
0.65
740°C
T(°C)
g + Graphite
100
1153°Cg
Austenite 4.2 wt% C
+ g
10. Definition of structures
Various phases that appear on the Iron-
Carbon equilibrium phase diagram are
as under:
•Austenite
•Ferrite
•Pearlite
•Cementite
•Martensite*
•Ledeburite
11. Definition of structures
• Ferrite is known as α solid solution.
• It is an interstitial solid solution of a small
amount of carbon dissolved in α (BCC) iron.
• stable form of iron below 912 deg.C
• The maximum solubility is 0.025 % C at
723C and it dissolves only 0.008 % C at
room temperature.
• It is the softest structure that appears on the
diagram.
12. Definition of structures
• Pearlite is the eutectoid mixture
containing 0.80 % C and is
formed at 723°C on very slow
cooling.
• It is a very fine platelike or
lamellar mixture of ferrite and
cementite.
• The white ferritic background or
matrix contains thin plates of
cementite (dark).
13. Definition of structures
• Austenite is an interstitial solid solution of
Carbon dissolved in g (F.C.C.) iron.
• Maximum solubility is 2.0 % C at 1130°C.
• High formability, most of heat treatments
begin with this single phase.
• It is normally not stable at room
temperature. But, under certain conditions it
is possible to obtain austenite at room
temperature.
14. Definition of structures
• Cementite or iron carbide, is very hard,
brittle intermetallic compound of iron &
carbon, as Fe3C, contains 6.67 % C.
• It is the hardest structure that appears on the
diagram, exact melting point unknown.
• Its crystal structure is orthorhombic.
• It is has
• low tensile strength (approx. 5,000 psi),
but
• high compressive strength.
15. Definition of structures
Martensite - a super-saturated solid solution of
carbon in ferrite.
It is formed when steel is cooled so rapidly that
the change from austenite to pearlite is
suppressed.
The interstitial carbon atoms distort the BCC
ferrite into a BC-tetragonal structure (BCT).;
responsible for the hardness of quenched steel
16. Definition of structures
• Ledeburite is the eutectic mixture
of austenite and cementite.
• It contains 4.3 percent C and is
formed at 1130°C.
17. Various Features of Fe-C diagram
Peritectic L + d = g
Eutectic L = g + Fe3C
Eutectoid g = + Fe3C
Phases present
L
Reactions
d
BCC structure
Paramagnetic
g austenite
FCC structure
Non-magnetic
ductile
ferrite
BCC structure
Ferromagnetic
Fairly ductile
Fe3C cementite
Orthorhombic
Hard
brittle
Max. solubility of C in ferrite=0.022%
Max. solubility of C in austenite=2.11%
18. The Iron-Iron Carbide
DiagramThe diagram shows three horizontal lines which
indicate isothermal reactions (on cooling /
heating):
• First horizontal line is at 1490°C, where peritectic
reaction takes place:
Liquid + d ↔ austenite
• Second horizontal line is at 1130°C, where
eutectic reaction takes place:
liquid ↔ austenite + cementite
• Third horizontal line is at 723°C, where eutectoid
reaction takes place:
austenite ↔ pearlite (mixture of ferrite &
cementite)
19. The Iron-Iron Carbide Diagram
• A map of the temperature at which different
phase changes occur on very slow heating
and cooling in relation to Carbon, is called
Iron- Carbon Diagram.
• Iron- Carbon diagram shows
• the type of alloys formed under very slow
cooling,
• proper heat-treatment temperature and
• how the properties of steels and cast irons
can be radically changed by heat-treatment.
20. Three Phase Reactions
• Peritectic, at 1490 deg.C, with low wt% C
alloys (almost no engineering importance).
• Eutectic, at 1130 deg.C, with 4.3wt% C,
alloys called cast irons.
• Eutectoid, at 723 deg.C with eutectoid
composition of 0.8wt% C, two-phase mixture
(ferrite & cementite). They are steels.
21. References
1. ) Article of Properties of steel from
Wikipedia
2) Book Of Material Science and
Metallurgy By K. I. Parashivamurthy
3) Photos from Google.