This document discusses the minimum work required to extrude a circular billet into a circular shape through different types of curved dies. It introduces extrusion as a process to reduce the cross-section of metal by forcing it through a die under high pressure. Different die geometries including cosine, elliptic, parabolic, and tapered dies are considered. Equations to calculate the work of deformation, shear, and friction for each die type are developed. The theoretical calculations are then applied to design cosine and tapered dies for 40% and 64% area reductions of a lead billet.
The document contains solutions to multiple problems involving determining stresses and angles of twist in shafts with various cross sectional shapes when subjected to torques. The problems calculate shear stresses at different points in the shafts using equations relating torque, shear stress, area, and moment of inertia. Ratios of shear stresses and angles of twist between different shaft designs are also determined.
Design and Manufacturing of Press Tools for Compressor ShellINFOGAIN PUBLICATION
The role of Sheet Metal has become very prominent with the use of Press Tools. It is one of the fundamental forms used in metalworking, and can be cut and bent into a variety of different shapes. Countless everyday objects are constructed of the material. Thicknesses can vary significantly, although extremely thin thicknesses are considered foil or leaf, and pieces thicker than 6 mm (0.25 in) are considered plate.The project deals with Compressor Shell Lower Housing. The Compressor Shell holds all the parts of the compressor in pre-defined location for the compressor to fool proof. The component should be freed from burrs and also to dimensional accurate. The outcome component is been inspected in the Quality department so as to check the Dimensional accuracy is been achieved.
This document discusses numbers and number systems including fixed point and floating point numbers. It describes how floating point numbers are represented using the format +/- m x b+/-e, where m is the mantissa, b is the base, and e is the exponent. It covers arithmetic operations on floating point numbers and normalization of numbers to avoid errors. The document also discusses the IEEE 754 standard for floating point numbers and provides examples of how different numbers are represented in this format.
This document summarizes the design of a reinforced concrete beam with a width of 7500 mm and overall depth of 1400 mm. The concrete has a compressive strength of 35 MPa. Reinforcement has a yield strength of 500 MPa. Calculations show the beam has an ultimate moment capacity of 22970 kN-m and the applied moment due to loads is 14515 kN-m, indicating the beam is adequate with a utilization factor of 0.63.
This document summarizes the analysis and modeling of slender and deep beams using finite element methods in ABAQUS. It compares the results from Euler-Bernoulli beam elements (B23) and Timoshenko beam elements (B21, B22) to theoretical solutions. For slender beams, the B23 element provides the most accurate deflection results compared to solutions that neglect shear deformation. For deep beams, the B22 element produces deflection results that most closely match solutions considering shear effects. In general, models with more elements provide more accurate bending moment and stress results.
1) A 7m simple beam is designed to carry a dead load of 25kN/m, live load of 20kN/m, and torque of 50kNm. Reinforced concrete properties are given.
2) The beam self-weight is calculated as 5.76kN/m. Total factored load is calculated as 68.912kN. Shear force is 241.192kN.
3) Shear reinforcement of 100.53mm^2 of 8mm stirrups at 150mm spacing is designed to resist a shear of 150kN. Checks show it can resist higher loads at increased spacing.
The document summarizes the results of a static simulation analysis conducted on a new wind turbine profile model with shear webs. The maximum von Mises stress was found to be 3.11583e+007 N/m^2 and the maximum resultant displacement was 4916.33 mm. Introducing shear webs reduced the resultant displacement by 10% compared to a model without shear webs, providing reinforcement against flexural loads. However, further analytical validation of the study results is required.
new profile_52.3m_three points_unsplitted-Nonlinear with epoxy-1Vishnu R
This document summarizes the results of a nonlinear dynamic simulation of a 52.3m beam profile. The maximum von Mises stress was 2.06e8 N/m^2. The maximum displacement was 7162.71 mm. The maximum velocity was 730.022 mm/s and the maximum acceleration was 12.1129 mm/s^2. In conclusion, the results were consistent with an earlier static analysis for the 10 second simulation with 0.1 second time steps.
The document contains solutions to multiple problems involving determining stresses and angles of twist in shafts with various cross sectional shapes when subjected to torques. The problems calculate shear stresses at different points in the shafts using equations relating torque, shear stress, area, and moment of inertia. Ratios of shear stresses and angles of twist between different shaft designs are also determined.
Design and Manufacturing of Press Tools for Compressor ShellINFOGAIN PUBLICATION
The role of Sheet Metal has become very prominent with the use of Press Tools. It is one of the fundamental forms used in metalworking, and can be cut and bent into a variety of different shapes. Countless everyday objects are constructed of the material. Thicknesses can vary significantly, although extremely thin thicknesses are considered foil or leaf, and pieces thicker than 6 mm (0.25 in) are considered plate.The project deals with Compressor Shell Lower Housing. The Compressor Shell holds all the parts of the compressor in pre-defined location for the compressor to fool proof. The component should be freed from burrs and also to dimensional accurate. The outcome component is been inspected in the Quality department so as to check the Dimensional accuracy is been achieved.
This document discusses numbers and number systems including fixed point and floating point numbers. It describes how floating point numbers are represented using the format +/- m x b+/-e, where m is the mantissa, b is the base, and e is the exponent. It covers arithmetic operations on floating point numbers and normalization of numbers to avoid errors. The document also discusses the IEEE 754 standard for floating point numbers and provides examples of how different numbers are represented in this format.
This document summarizes the design of a reinforced concrete beam with a width of 7500 mm and overall depth of 1400 mm. The concrete has a compressive strength of 35 MPa. Reinforcement has a yield strength of 500 MPa. Calculations show the beam has an ultimate moment capacity of 22970 kN-m and the applied moment due to loads is 14515 kN-m, indicating the beam is adequate with a utilization factor of 0.63.
This document summarizes the analysis and modeling of slender and deep beams using finite element methods in ABAQUS. It compares the results from Euler-Bernoulli beam elements (B23) and Timoshenko beam elements (B21, B22) to theoretical solutions. For slender beams, the B23 element provides the most accurate deflection results compared to solutions that neglect shear deformation. For deep beams, the B22 element produces deflection results that most closely match solutions considering shear effects. In general, models with more elements provide more accurate bending moment and stress results.
1) A 7m simple beam is designed to carry a dead load of 25kN/m, live load of 20kN/m, and torque of 50kNm. Reinforced concrete properties are given.
2) The beam self-weight is calculated as 5.76kN/m. Total factored load is calculated as 68.912kN. Shear force is 241.192kN.
3) Shear reinforcement of 100.53mm^2 of 8mm stirrups at 150mm spacing is designed to resist a shear of 150kN. Checks show it can resist higher loads at increased spacing.
The document summarizes the results of a static simulation analysis conducted on a new wind turbine profile model with shear webs. The maximum von Mises stress was found to be 3.11583e+007 N/m^2 and the maximum resultant displacement was 4916.33 mm. Introducing shear webs reduced the resultant displacement by 10% compared to a model without shear webs, providing reinforcement against flexural loads. However, further analytical validation of the study results is required.
new profile_52.3m_three points_unsplitted-Nonlinear with epoxy-1Vishnu R
This document summarizes the results of a nonlinear dynamic simulation of a 52.3m beam profile. The maximum von Mises stress was 2.06e8 N/m^2. The maximum displacement was 7162.71 mm. The maximum velocity was 730.022 mm/s and the maximum acceleration was 12.1129 mm/s^2. In conclusion, the results were consistent with an earlier static analysis for the 10 second simulation with 0.1 second time steps.
IIR filter realization using direct form I & IISarang Joshi
The document discusses IIR filter realization using Direct Form I and Direct Form II structures. It presents the difference equation and transfer function for an IIR filter. It also provides examples of implementing IIR filters using Direct Form I and Direct Form II structures based on a given difference equation or transfer function.
The document provides calculations for determining the required reinforcement of a concrete beam (balok) with the following information:
- Concrete compressive strength is 20 MPa
- Steel yield strength is 400 MPa
- Beam dimensions are 25cm x 40cm
- Loads include wall weight, floor finish weight, and live loads from balconies
Bending moments are calculated at different points along the beam due to the varying loads. Required steel reinforcement is then determined based on the bending moment values and reinforcement ratios from code tables. Reinforcement amounts are provided for three sections of the beam labeled A-B, B-C, and C-D.
This document discusses moments of inertia, which are a measure of an object's resistance to rotational acceleration about an axis. It defines the moment of inertia of an area and introduces key concepts like the parallel axis theorem, radius of gyration, and calculating moments of inertia through integration or for composite areas. Examples are provided to demonstrate calculating moments of inertia for various shapes, including rectangles, triangles, L-shapes, and composite profiles, about different axes. The document also covers determining moments of inertia at the centroidal axes versus other axes using the parallel axis theorem.
This document provides specifications for dark grey fiber cement board, including 7 standard sheet sizes ranging from 610x610mm to 3000x1220mm thicknesses of 3-30mm. The board has excellent fire resistance, moisture resistance, durability, strength, dimensional stability, insulation properties. It is non-asbestos, mold resistant, and will not deform. Its main uses include partitions, interior and exterior walls, ceilings, and flooring in places like meeting rooms, hotels, factories, theaters, and bathrooms. Contact information is provided for Beijing Hocreboard Building Materials Co., Ltd.
This document reports on the results of tensile and fatigue testing of steel specimens. Tensile testing was conducted on a specimen without a hole, with a 3mm diameter hole, and on a plain tension test specimen. The yield loads, ultimate tensile loads, and stresses were reported. Fatigue testing was also conducted where the specimen was bent with a known load and the resulting deflection and microstrain were measured. Equations were developed to relate bending stress to applied load and microstrain. Bending moment and stress values were calculated for different loads and deflections.
The document presents a study on laminated fibre-reinforced composite materials. It investigates the behaviour of laminate configurations with different ply orientations. It examines the concept of an equivalent isotropic laminate for material selection. Strength design is considered by analyzing through-thickness stress distribution, σx, of laminates with isotropic stiffness properties and stress variation with angle ply orientation. Mechanical and thermal behaviours under load are also analyzed.
Sheet Metal Forming (MIT 2.008x Lecture Slides)A. John Hart
Slides accompanying 2.008x* video module on Sheet Metal Forming, Prof. David Hardt, MIT, 2016.
*Fundamentals of Manufacturing Processes on edX: https://www.edx.org/course/fundamentals-manufacturing-processes-mitx-2-008x
Watermarking refers to hiding a message within an image or
signal; it can be a video also. An image is used as a cover to
hide the message which is intended for transfer. Now-a-days,
digital watermarking is used in various applications.
Watermarking is mainly used for security purposes. Level of
threats faced by watermarking depends on the application
area. The properties of a good watermark should include
robustness and imperceptibility.
Steel design 05 how to calculate block shear failure resistancePronobKumarGhosh
This document discusses how to calculate block shear failure resistance in steel design. It shows a diagram of block shear failure with red and blue lines indicating tensile and shear failure planes. It provides the equation to calculate block shear failure resistance which considers both tensile and shear strengths. The document then works through an example calculation for a beam with given dimensions, materials, and hole configuration to determine its block shear failure resistance.
1) The document provides instructions for a mechanical engineering exam. It details things like the duration of the exam, number of questions, question format and scoring guidelines.
2) The exam contains 65 multiple choice questions worth a total of 100 marks. Questions are either 1 mark or 2 marks. There are also linked answer questions.
3) Instructions specify that rough work can be done on the question paper and blank pages are provided. The name and registration number of the candidate should be written on the paper.
IRJET- Parabolic Loading in Fixed Deep Beam using 5th Order Shear Deformation...IRJET Journal
This document presents a study analyzing parabolic loading in fixed deep beams using a 5th order shear deformation theory. The authors develop a variationally consistent 5th order refined shear deformation theory for fixed-fixed beams. They obtain the governing differential equations and boundary conditions using the principle of virtual work. Numerical results are presented comparing displacements, stresses, and transverse shear stresses using the proposed 5th order theory versus higher-order plate and shear deformation theories and classical beam theory. The results show excellent agreement of the flexural stresses and shear stress distributions through the beam thickness between the proposed theory and other refined shear deformation theories. This validates the usefulness of the 5th order shear deformation theory.
This document describes a static and fatigue analysis of a wheel rim using NX software. It will analyze displacement, von mises stresses, and fatigue life of the rim under radial loads. The rim will be modeled in NX and analyzed using finite element analysis. Two materials, aluminum and steel, will be considered and their performance compared to determine the best material for withstanding the loads on the rim.
This document discusses different methods for applying blur filters to images, including box blur, Gaussian blur, and optimizations. It compares the performance of naive box blur, optimized box blur, and using the vImage and Core Image frameworks. Core Image Gaussian blur is fastest, taking around 0.1 seconds for radii up to 1000, while naive box blur takes over 5000 seconds for radius 10 due to its quadratic runtime complexity. The document provides code samples and explanations of box blur, Gaussian blur, and how to implement them efficiently.
1) The document discusses the effect of a ceramic coating on the thermal buckling of functionally graded plates under a non-uniform temperature rise. It presents a model to analyze the buckling behavior of plates with an initial geometric imperfection and a ceramic coating.
2) The model uses nonlinear stability equations and considers the plates as thin with simply supported boundary conditions. It derives an expression for the critical temperature of buckling in terms of the plate properties and dimensions.
3) The results show that increasing the thickness of the ceramic coating or decreasing the size of the initial geometric imperfection improves the stability of the functionally graded plate by increasing its critical buckling temperature. The analysis provides useful information for designing functionally graded plates
This document discusses buckling of punches used in press tools. It defines buckling as the failure of a structural component under compression when it is thin or longer than its width. Punches can fail due to buckling if the compression stresses during press tool operation are not properly considered in design. A formula is provided to calculate the maximum force a punch can withstand before buckling based on its material properties, length, and moment of inertia. Two examples are included to demonstrate using the formula to determine if a punch design is suitable and to find the minimum punch diameter needed.
The document presents the design of a post-tensioned prestressed concrete tee beam and slab bridge deck. Key details include:
- The bridge will have an effective span of 30m and width of 7.5m with 600mm kerbs and 1.5m footpaths on each side.
- The project team will design the bridge to meet Class AA loading standards for a national highway.
- The bridge will have 4 main girders spaced at 2.5m intervals with a 250mm thick deck slab cast between them.
- The document outlines the design process for the interior slab panel, longitudinal girders, and calculation of design moments and shear forces. Properties of the main girder cross
This document provides an overview of sheet metal forming processes. It begins with examples of sheet metal stamping and describes how sheet metal is commonly formed in the automotive industry using stamping dies. The objectives of the document are described as helping the reader understand forming processes, calculate forming forces, predict defects, and discuss current developments. Various forming processes like drawing, stretching, hydroforming, and superplastic forming are then briefly reviewed in terms of factors like tooling costs, thinning effects, speed, and formability. The document continues with further details on drawing, deep drawing, wrinkling and tearing defects, and the relationship between blankholder force and forming depth/window. Forming force equations for processes like stretch forming, bending, and
Design and fabriction of an interlocking tiles crusherAlexander Decker
This document describes the design and fabrication of an interlocking tiles crusher that uses a reciprocating mechanism. It is capable of crushing 300 tiles per hour with a crushing pressure of about 3 MN/m. The crusher is powered by a 3.71KW electric motor running at 980 RPM. It was designed to reduce environmental pollution and provide a cheaper alternative to industrial crushers. The crusher's reciprocating mechanism uses a rotating crank connected to a ram by a connecting rod to convert rotational motion into linear motion for crushing. Design considerations included strength, power requirements, and withstanding impact forces during crushing.
The document contains solutions to problems from Chapter 7 on slab analysis and friction in metal forming processes. Problem 7-1 calculates the power consumed in drawing a steel coil through a pair of dies. Problem 7-2 calculates the friction coefficient from an experimental rod drawing efficiency. Problem 7-3 estimates the force required to coin a quarter.
IRJET- Optimal Riser Design for Sand Casting of Drop Ball using Constraint Op...IRJET Journal
This document presents an optimization of the riser design for sand casting of a drop ball weighing 11370 kg and made of steel. The objective is to minimize the riser volume through constrained optimization in MATLAB to increase casting yield. A mathematical model of a cylindrical riser with insulating sleeve and neck is developed. The optimized riser dimensions of 1.03 m3 volume, 1.05 m diameter and height are found to provide a 16.6% reduction from the industry riser volume of 1.236 m3, meeting shrinkage requirements. Validation with modulus method calculations supports the optimized design.
IIR filter realization using direct form I & IISarang Joshi
The document discusses IIR filter realization using Direct Form I and Direct Form II structures. It presents the difference equation and transfer function for an IIR filter. It also provides examples of implementing IIR filters using Direct Form I and Direct Form II structures based on a given difference equation or transfer function.
The document provides calculations for determining the required reinforcement of a concrete beam (balok) with the following information:
- Concrete compressive strength is 20 MPa
- Steel yield strength is 400 MPa
- Beam dimensions are 25cm x 40cm
- Loads include wall weight, floor finish weight, and live loads from balconies
Bending moments are calculated at different points along the beam due to the varying loads. Required steel reinforcement is then determined based on the bending moment values and reinforcement ratios from code tables. Reinforcement amounts are provided for three sections of the beam labeled A-B, B-C, and C-D.
This document discusses moments of inertia, which are a measure of an object's resistance to rotational acceleration about an axis. It defines the moment of inertia of an area and introduces key concepts like the parallel axis theorem, radius of gyration, and calculating moments of inertia through integration or for composite areas. Examples are provided to demonstrate calculating moments of inertia for various shapes, including rectangles, triangles, L-shapes, and composite profiles, about different axes. The document also covers determining moments of inertia at the centroidal axes versus other axes using the parallel axis theorem.
This document provides specifications for dark grey fiber cement board, including 7 standard sheet sizes ranging from 610x610mm to 3000x1220mm thicknesses of 3-30mm. The board has excellent fire resistance, moisture resistance, durability, strength, dimensional stability, insulation properties. It is non-asbestos, mold resistant, and will not deform. Its main uses include partitions, interior and exterior walls, ceilings, and flooring in places like meeting rooms, hotels, factories, theaters, and bathrooms. Contact information is provided for Beijing Hocreboard Building Materials Co., Ltd.
This document reports on the results of tensile and fatigue testing of steel specimens. Tensile testing was conducted on a specimen without a hole, with a 3mm diameter hole, and on a plain tension test specimen. The yield loads, ultimate tensile loads, and stresses were reported. Fatigue testing was also conducted where the specimen was bent with a known load and the resulting deflection and microstrain were measured. Equations were developed to relate bending stress to applied load and microstrain. Bending moment and stress values were calculated for different loads and deflections.
The document presents a study on laminated fibre-reinforced composite materials. It investigates the behaviour of laminate configurations with different ply orientations. It examines the concept of an equivalent isotropic laminate for material selection. Strength design is considered by analyzing through-thickness stress distribution, σx, of laminates with isotropic stiffness properties and stress variation with angle ply orientation. Mechanical and thermal behaviours under load are also analyzed.
Sheet Metal Forming (MIT 2.008x Lecture Slides)A. John Hart
Slides accompanying 2.008x* video module on Sheet Metal Forming, Prof. David Hardt, MIT, 2016.
*Fundamentals of Manufacturing Processes on edX: https://www.edx.org/course/fundamentals-manufacturing-processes-mitx-2-008x
Watermarking refers to hiding a message within an image or
signal; it can be a video also. An image is used as a cover to
hide the message which is intended for transfer. Now-a-days,
digital watermarking is used in various applications.
Watermarking is mainly used for security purposes. Level of
threats faced by watermarking depends on the application
area. The properties of a good watermark should include
robustness and imperceptibility.
Steel design 05 how to calculate block shear failure resistancePronobKumarGhosh
This document discusses how to calculate block shear failure resistance in steel design. It shows a diagram of block shear failure with red and blue lines indicating tensile and shear failure planes. It provides the equation to calculate block shear failure resistance which considers both tensile and shear strengths. The document then works through an example calculation for a beam with given dimensions, materials, and hole configuration to determine its block shear failure resistance.
1) The document provides instructions for a mechanical engineering exam. It details things like the duration of the exam, number of questions, question format and scoring guidelines.
2) The exam contains 65 multiple choice questions worth a total of 100 marks. Questions are either 1 mark or 2 marks. There are also linked answer questions.
3) Instructions specify that rough work can be done on the question paper and blank pages are provided. The name and registration number of the candidate should be written on the paper.
IRJET- Parabolic Loading in Fixed Deep Beam using 5th Order Shear Deformation...IRJET Journal
This document presents a study analyzing parabolic loading in fixed deep beams using a 5th order shear deformation theory. The authors develop a variationally consistent 5th order refined shear deformation theory for fixed-fixed beams. They obtain the governing differential equations and boundary conditions using the principle of virtual work. Numerical results are presented comparing displacements, stresses, and transverse shear stresses using the proposed 5th order theory versus higher-order plate and shear deformation theories and classical beam theory. The results show excellent agreement of the flexural stresses and shear stress distributions through the beam thickness between the proposed theory and other refined shear deformation theories. This validates the usefulness of the 5th order shear deformation theory.
This document describes a static and fatigue analysis of a wheel rim using NX software. It will analyze displacement, von mises stresses, and fatigue life of the rim under radial loads. The rim will be modeled in NX and analyzed using finite element analysis. Two materials, aluminum and steel, will be considered and their performance compared to determine the best material for withstanding the loads on the rim.
This document discusses different methods for applying blur filters to images, including box blur, Gaussian blur, and optimizations. It compares the performance of naive box blur, optimized box blur, and using the vImage and Core Image frameworks. Core Image Gaussian blur is fastest, taking around 0.1 seconds for radii up to 1000, while naive box blur takes over 5000 seconds for radius 10 due to its quadratic runtime complexity. The document provides code samples and explanations of box blur, Gaussian blur, and how to implement them efficiently.
1) The document discusses the effect of a ceramic coating on the thermal buckling of functionally graded plates under a non-uniform temperature rise. It presents a model to analyze the buckling behavior of plates with an initial geometric imperfection and a ceramic coating.
2) The model uses nonlinear stability equations and considers the plates as thin with simply supported boundary conditions. It derives an expression for the critical temperature of buckling in terms of the plate properties and dimensions.
3) The results show that increasing the thickness of the ceramic coating or decreasing the size of the initial geometric imperfection improves the stability of the functionally graded plate by increasing its critical buckling temperature. The analysis provides useful information for designing functionally graded plates
This document discusses buckling of punches used in press tools. It defines buckling as the failure of a structural component under compression when it is thin or longer than its width. Punches can fail due to buckling if the compression stresses during press tool operation are not properly considered in design. A formula is provided to calculate the maximum force a punch can withstand before buckling based on its material properties, length, and moment of inertia. Two examples are included to demonstrate using the formula to determine if a punch design is suitable and to find the minimum punch diameter needed.
The document presents the design of a post-tensioned prestressed concrete tee beam and slab bridge deck. Key details include:
- The bridge will have an effective span of 30m and width of 7.5m with 600mm kerbs and 1.5m footpaths on each side.
- The project team will design the bridge to meet Class AA loading standards for a national highway.
- The bridge will have 4 main girders spaced at 2.5m intervals with a 250mm thick deck slab cast between them.
- The document outlines the design process for the interior slab panel, longitudinal girders, and calculation of design moments and shear forces. Properties of the main girder cross
This document provides an overview of sheet metal forming processes. It begins with examples of sheet metal stamping and describes how sheet metal is commonly formed in the automotive industry using stamping dies. The objectives of the document are described as helping the reader understand forming processes, calculate forming forces, predict defects, and discuss current developments. Various forming processes like drawing, stretching, hydroforming, and superplastic forming are then briefly reviewed in terms of factors like tooling costs, thinning effects, speed, and formability. The document continues with further details on drawing, deep drawing, wrinkling and tearing defects, and the relationship between blankholder force and forming depth/window. Forming force equations for processes like stretch forming, bending, and
Design and fabriction of an interlocking tiles crusherAlexander Decker
This document describes the design and fabrication of an interlocking tiles crusher that uses a reciprocating mechanism. It is capable of crushing 300 tiles per hour with a crushing pressure of about 3 MN/m. The crusher is powered by a 3.71KW electric motor running at 980 RPM. It was designed to reduce environmental pollution and provide a cheaper alternative to industrial crushers. The crusher's reciprocating mechanism uses a rotating crank connected to a ram by a connecting rod to convert rotational motion into linear motion for crushing. Design considerations included strength, power requirements, and withstanding impact forces during crushing.
The document contains solutions to problems from Chapter 7 on slab analysis and friction in metal forming processes. Problem 7-1 calculates the power consumed in drawing a steel coil through a pair of dies. Problem 7-2 calculates the friction coefficient from an experimental rod drawing efficiency. Problem 7-3 estimates the force required to coin a quarter.
IRJET- Optimal Riser Design for Sand Casting of Drop Ball using Constraint Op...IRJET Journal
This document presents an optimization of the riser design for sand casting of a drop ball weighing 11370 kg and made of steel. The objective is to minimize the riser volume through constrained optimization in MATLAB to increase casting yield. A mathematical model of a cylindrical riser with insulating sleeve and neck is developed. The optimized riser dimensions of 1.03 m3 volume, 1.05 m diameter and height are found to provide a 16.6% reduction from the industry riser volume of 1.236 m3, meeting shrinkage requirements. Validation with modulus method calculations supports the optimized design.
Passive Cooling Design Feature for Energy Efficient in PERI AuditoriumIRJET Journal
This document describes the passive cooling design of an auditorium building at PERI Institute of Technology in Chennai, India. Key aspects of the passive cooling design include natural ventilation, minimizing heat gain through good shading and double glazing, and using a green roof to provide insulation. The auditorium is designed to seat 3000 people and provide good acoustics for lectures and presentations. Structural elements like the slab, beams, columns, and footing are manually designed according to Indian codes. Details of the structural design of these elements, such as load calculations, reinforcement requirements, and dimensional checks are provided. Diagrams of the reinforcement for the slab, beams, and plan are also included.
Design of Bioclimatic Structure with Insulation of Cavity WallIRJET Journal
This document describes the design of a bioclimatic structure with insulation in the cavity walls. Key points:
- The structure is circular in plan with a circular slab and ring beam foundations. Cavity wall insulation is provided to reduce heat transfer and energy usage for cooling and heating.
- The circular slab is 300mm thick with reinforcement calculated to resist bending moments. A 300mm deep ring beam supports the slab with reinforcement designed for bending and torsion.
- Short columns support the ring beam and are 300mm diameter concrete with helical reinforcement. Footings are also designed but size not specified. Cavity wall insulation is intended to improve thermal performance and reduce energy loads.
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...IRJET Journal
This document describes the analysis and design of a 4-story institutional building using ETABS software. It includes the modeling of the building in ETABS, performing analysis to obtain results like shear and bending moment diagrams, and designing structural elements like slabs, beams, columns, and footings. The design of these elements is checked against limit state design provisions in the Indian code IS 456:2000. The analysis results from ETABS are also compared with manual calculations to verify the model. Key aspects like load calculation, reinforcement detailing, and dimension checking are described for various structural components.
The document contains solved problems related to rotodynamic machinery. Problem #11.1 involves calculating blade angles, tangential forces, diagram power, axial thrust, and efficiency for a simple impulse turbine. It considers both frictionless and frictional cases. Problem #11.2 involves similar calculations for another impulse turbine problem. Problem #11.3 calculates the diagram power and efficiency for the impulse stage of a turbine. Problem #11.4 involves drawing a velocity diagram and performing calculations for a two-row impulse turbine. Problem #11.5 provides data for the first stage of a two-row velocity compounded turbine and asks to calculate the diagram and stage efficiencies.
The document provides details of various CAE projects completed by Sarnath for different clients. It lists 13 clients from various industries that Sarnath has worked with on FEA, CFD and other simulation projects. It then describes Sarnath's domain expertise which includes customization, FEA, CFD, structural design, lean manufacturing, product development and reverse engineering. Finally, it provides brief descriptions and details of 20 different CAE projects completed for various clients across industries.
This document summarizes the optimal wing design of a NACA 2412 series wing. A team of 4 students studied the NACA 2412 geometry, designed the wing in SolidWorks using NASA equations, and conducted static, dynamic and flow simulations. Material selection focused on aluminum alloy 7079 for its strength, lightweight properties and cost effectiveness. Static stress simulations showed stress exceeded limits at the tail, but this area is reinforced by the main body. Thermal simulations from 300-500K indicated stress levels below failure thresholds. The design process and simulations met the objectives of optimizing the NACA 2412 wing design.
This document discusses moments of inertia, which are a measure of an object's resistance to rotational acceleration about an axis. It defines the moment of inertia of an area and introduces key concepts like the parallel axis theorem, radius of gyration, and calculating moments of inertia through integration or for composite shapes. Examples are provided to demonstrate calculating moments of inertia for various 2D shapes, including rectangles, triangles, and composite areas, about different axes. The document also covers determining moments of inertia at the centroidal axes versus other axes using the parallel axis theorem.
The document summarizes the design of a steel exhibition building with a circular plan. It describes the architectural features of the building including the dimensions of the exhibition hall and stalls. It then discusses the structural analysis conducted using STAAD Pro software and consideration of various loads. Next, it details the design of key structural elements like curved beams, trusses, bracings, columns, and base plates. Design calculations are provided for the curved beams. Finally, it provides a bill of materials and concluding remarks on the benefits of the tubular structural design.
This document summarizes the design of a circular overhead water tank with the following key details:
- The tank will be located in Panchampalli village and have a capacity of 750 cubic meters to serve a population of 1873 people.
- The tank dimensions include a 15 meter height and 12.6 meter diameter.
- The structural components including the dome, wall, ring beam, floor slab, columns, and footings will be designed using the Limit State method.
- STAAD and AutoCAD software will be used to analyze and detail the structural design. Reinforcement will be designed to resist forces from water pressure and other loads.
This document provides design recommendations for an isolated square footing foundation, including:
- The allowable bearing capacity of the soil is 314 kN/m^2 at a minimum depth of 2 meters.
- For a given service load of 1230.3 kN dead load and 210.6 kN live load, the required base area is calculated as 5.18 m^2 and the footing size is determined to be 2.3x2.3 meters.
- The required thickness is determined to be 500 mm based on checks for one-way shear, two-way punching shear, flexure in the long direction, and flexure in the short direction. Steel reinforcement of 12 bars of
The document provides details on the design of a reinforced concrete column footing to support a column load of 1100kN from a 400mm square column. It describes the design process which includes determining the footing size, calculating bending moment, reinforcement requirements, checking shear capacity and development length. The design example shows a 3.5m x 3.5m square footing with 12mm diameter bars at 100mm c/c is adequate to support the given load based on the specified material properties and design codes. Reinforcement and footing details are also provided.
The document provides details on the design of a reinforced concrete column footing to support a column with a load of 1100kN. It includes calculating the footing size as a 3.5m x 3.5m square to support the load, determining the reinforcement with 12mm diameter bars at 100mm spacing, and checking that the design meets requirements for bending capacity, shear strength, and development length. The step-by-step worked example shows how to analyze and detail the reinforcement of the column footing.
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The document discusses the design of slabs and flat slabs according to EC2. It covers designing for shear in slabs, including punching shear. It discusses detailing requirements for solid slabs. For flat slab design, it provides an example of flexural design. Key aspects covered include:
- Three approaches for designing shear reinforcement in slabs
- Determining shear resistance without shear reinforcement
- Requirements for punching shear including control perimeters and calculating shear stress
- Determining the need for and design of punching shear reinforcement
- Worked example of punching shear design at a column
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TO FIND THE MINIMUM EXTRUSION WORK OF
CIRCULAR BILLET TO CIRCULAR SHAPE
THROUGH DIFFERENT TYPES OF CURVED DIES
BY
GYANA RANJAN PANIGARAHI
BHARAT BHUSHAN
SAMBUDHA KUMAR
SHALINI SHARMA
DYUTI DEY
SHAILESH RANJAN
Guided by
Prof. B.B.MISHRA
MECHANICAL ENGINEERING DEPARTMENT
INSTITUTE OF TECHNICAL EDUCATION AND RESEARCH,
BHUBANESWAR
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INTRODUCTION
• Extrusion is the plastic deformation
process by which a block/billet of
metal is reduced in cross section by
forcing it to flow through a die orifice
under high pressure.
• In general, extrusion is used to produce cylindrical bars
or hollow tubes or for the starting stock for drawn rod,
cold extrusion or forged products.
• Most metals are hot extruded due to large amount of
forces required in extrusion. Complex shape can be
extruded from the more readily extrudable metals such
as aluminium.
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EXTRUSION PRODUCTS
Typical parts produced by extrusion are trim part used in automotive
and construction applications, window frame members, railings,
aircraft structural parts.
• Example: Aluminium extrusions are used in commercial and
domestic buildings for window and door frame systems,
prefabricated houses/building structures, roofing and curtain walling,
shop fronts, etc. Furthermore, extrusions are also used in transport
for road and rail vehicles and in marine applications.
BRASS PRODUCTS ALUMINIUM EXTRUSION
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COLD EXTRUSION
• It is done below recrystallization temperatures.
• Examples of metals: lead, tin, aluminum alloys, copper,
titanium, molybdenum, vanadium, steel.
• Examples of products: collapsible tubes, aluminum cans,
cylinders, gear blanks.
The advantages of cold extrusion are
No oxidation takes place.
Good mechanical properties
Good surface finish with the use of proper lubricants.
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• Direct extrusion is also called forward extrusion.
• Its work operation includes the placement of the billet in
a container, which is heavily walled.
• Ram or screw is used to push the billet through the die.
• In between the billet & ram, there is a dummy block,
which is reusable & is used for keeping them separated.
•
DIRECT EXTRUSION
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Mechanical
properties
condition
Density 11300 kg/m3 298.15 K
Young’s Modulus of
Elasticity
16000MPa
Poisson Ratio 0.44
Table 1. Mechanical properties of lead
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Thermal Properties condition
Melting point 600.61 K
Boiling point 2022.15 K
Critical temperature 5500 K
Heat capacity 130 J/kg-K 298.15 K
Thermal conductivity 35.3 W/m-K 300 K
Thermal Properties of lead
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VARIABLE AFFECTING EXTRUSION
PROCESS
PERCENTAGE OF AREA REDUCTION
DIE GEOMETRY
PRODUCT GEOMETRY
SPEED OF EXTRUSION
BILLET TEMPERATURE
LUBRICATION
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THEORETICAL SOLUTION TO EXTRUSION OF CIRCULAR BILLET
TO CIRCULAR SHAPE THROUGH COSINE DIE:
Coordinate for O1:(α1, β1)
O2: (α2, β2)
Distance O1C =r1
O2C=r2
stream function define for portion AC:
(x- α1 )2 +(y- β1)2=r1
2
Y=β1+√( r1
2-(x- α1 )2) (for Y> β1)
Ψ=CY/ {β1+√( r1
2-(x- α1 )2)} (c=constant)
Boundary condition: at the die surface:- Ψ=C
Along the axis:-Y=0, Ψ=0
Stream function defined for portion CB:
(x- α2 )2 +(y- β2)2=r2
2
Y=β2-√( r2
2-(x- α2 )2) (for Y< β2)
Ψ=CY/ {β2-√( r2
2-(x- α2 )2)}
Point of intersection of the two circular profile
Since tangent drawn at the intersection point C is tangent to both the circle
O1CO2 is the straight line so
C divides O1O2 internally in the ratio r1:r2
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Hence,
C(X,Y)=[{(r1α2+ r2α1)/(r1+ r2)},{( r1β2+ r2β1)/(r1+ r2)}]
Point of intersection of two streamline:
At the intersection of two streamline Ψ values are same.
Ψ= CY/ {β1+√( r1
2-(x- α1 )2)} = CY/ {β2-√( r2
2-(x- α2 )2)}
=β1+√( r1
2-(x- α1 )2) =β2-√( r2
2-(x- α2 )2)………(1)
Testing for satisfaction of continuity eqn by Ψ
(dvx/dx)+(dvy/dy)=0
Where stream function vx=dΨ/dy
Vy=-dΨ/dx
Calculation of Mass and Volume flow rate:
Volume flow rate at any section=area×vx
CALCULATION OF WORK DONE(W):
total power consumption can be obtained as
W=WI+Ws
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Where m is the friction factor ( assume m=0 for cosine die)
Since it is a plane strain state (dvy/dz)=(dvx/dz)=0 and vz=0 so,γyz=γzx=0
εijεij=εxx
2+εyy
2+ εzz
2+0.5γxy+0.5γyz+0.5γzx
where εxx
2=εyy
2
εzz
2
=0
the above equation reduce to
εijεij=2(εxx
2+0.25γxy )
εxx=dvx/dx
γxy=(dvx/dy)+(dvy/dx)
Constrain eqn(selection of α1,α2,β1,β2,r1,r2)
Since the product dimension is fixed,
β2-r2=c1 ……….(1)
(β2-r2)/( β1+r1)= c1 /e ………..(2)
From eqn(1)&(2)
(Β2-β1)= (r1+r2)-c1((1/e)-1) ………..(3)
β1 ≤(r1β2+r2β1)/(r1+r2) =>β1≤β2…….(4)
β2≥(r1β2+r2β1)/(r1+r2) => β1≥β2……(5)
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TABULAR INFORMATION
SL.NO. TYPE OF
CURVE
WORK OF
DEFORMA
TION
WORK OF
SHEAR
WORK OF
FRICTION
TOTAL
1. Cosine 0.725 0 0 0.725
2. Elliptic 0.9245 0.125 0 1.0495
3. Parabola 1.2534 0.146 0 1.3394
4. Tapered 1.1034 0.129 0 1.2324
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CALCULATION OF DIE PROFILE
FOR 40%REDUCTION:
Raw material dia. =20.4mm
Final product dia. =12.24mm
Hence percentage reduction=40%
From equation of circle with center at (α1 , β1)
(x-α1)2 + (y-β1)2=r1
2………………………. (1)
Here, α1=0, β1=6.12 (considering center perpendicular to inlet point)
=>x2 + (y-6.12)2= (4.08)2
(x-α2)2 + (y-β2)2=r2
2……………………. (2)
=>x= (α2r1+α1β2)/ (r1+r2)……………….. (3)
Since, β2-r2=β1……………………………… (4)
=>r1+r2=√ ((14.86)2 +r2
2)………………… (5)
(r1+r2)2= (14.86)2 + r2
2 ……….from equation 5
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Therefore r1=4.08 and r2=25.167
From equation 4, (β2-r2) = 6.12
Hence, β2=31.287, α2=14.90
Point of intersection of the two circular profiles, since tangent drawn at
the intersection point C is tangent to the circle, O1CO2 is straight line so
C divides O1O2 internally in the ratio r1:r2.
X = 2.0785 (by putting in equation 4)
Similarly by equation 3
Y = (r1β2+r2β1)/ (r1+r2)
Hence, y=9.6308
From circle 2
(x-α2)2 + (y-β2)2=r2
2
(2.0785-14.90)2+(y-31.287)2=25.1672
(y – 31.287)= -21.657(considering –ve value)
Therefore y=9.630
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FOR 64% REDUCTION
Raw material dia. =20.4mm
Final product dia. =7.344mm
Hence percentage reduction=64%
From equation of circle with center at (α1 , β1)
(x-α1)2 + (y-β1)2=r1
2………………………. (1)
Here, α1=0, β1=3.672 (considering center perpendicular to inlet point)
=>x2 + (y-3.672)2= (6.53)2
(x-α2)2 + (y-β2)2=r2
2……………………. (2)
=>x= (α2r1+α1β2)/ (r1+r2)……………….. (3)
Since, β2-r2=β1……………………………… (4)
=>r1+r2=√ ((14.9)2 +r2
2)………………… (5)
(r1+r2)2= (14.9)2 + r2
2 ……….from equation 5
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Therefore r1=6.53 and r2=13.73
From equation 4, (β2-r2) = 3.672
Hence, β2=17.40, α2=14.90
Point of intersection of the two circular profiles, since tangent drawn at the
intersection point C is tangent to the circle, O1CO2 is straight line so C
divides O1O2 internally in the ratio r1:r2.
X = 4.80 (by putting in equation 4)
Similarly by equation 3
Y = (r1β2+r2β1)/ (r1+r2)
Hence, y=8.09
From circle 2
(x-α2)2 + (y-β2)2=r2
2
(4.80-14.90)2+(y-17.40)2=13.732
(y – 17.40)= -9.35(considering –ve value)
Therefore y=8.09
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CONCLUSION
For extrusion of a circular lead rod of diameter 30mm to
12.24 mm and from 30 mm to 7.34 mm the forces acting on
different curved dies (cosine and tapered) were calculated by
mathematical and experimental method.
It is found that the deformation work as well as shear work
for cosine die found lower than tapered die when friction is
neglected i.e smooth die .
.