Design of Limb in a takedown re-curve bow plays critical role in making the bow acceptable to the archer. Detailed and step-by- step design procedure of limb is explained.
MODELLING AND STRESS ANALYSIS OF COLUMN BRACKET FOR ROTARY JIB CRANE IAEME Publication
In this paper, the method of final designing of column Bracket and boom for Material handling jib crane system. The basic functions are determined for certain parameters of jib cranes as yield strength, deflection of column Bracket and boom using stress analysis, displacement analysis. A requirement for movement of heavy loads which are correspondingly difficult. Jib crane is design, analyze and develop from three most prevalent material handling devices. They are Tower jib crane,
free standing Jib crane and jib crane with trusses. Among them the best design, higher strength and greater life span crane has to be designed for future work. During the column Bracket and Boom analysis, the Solid Works and COSMOS is used the analysis is carried out in two load steps. The total analysis time is approximately twenty two hours taken by the software.
This is a Major Project Report successfully done at DVRCET under the guidance of Mechanical Engineering Department & the Managing Director of NIRAJA TECHNOLOGIES located at Uppal (Hyderabad).
This paper focus on the design of hydraulic shop crane. The purpose of design and analysis this hydraulic shop crane is to lifting machinery, machinery parts, and also to move in and out other instruments over head for what we went to work out.
structural and modal analysis of an engine block by varying materialsIjripublishers Ijri
The largest part of the engine is cylinder block. The upper section of the cylinder block consists of cylinders and pistons. Crankcase is supported by the crankshaft and it is placed in the lower section. Aluminum cylinder blocks are lighter than the cast-iron cylinder blocks of the same size. Cylinder block, pistons, cylinder head, crankshaft and connecting rods are the major elements of the engine. IC engine cooling uses either a liquid or gas to remove the unnecessary heat from an internal combustion engine. For special purpose and small engines, air cooling makes for a lightweight and relatively simple system, if we use the materials with better waste heat dissipation it will help in achieving better efficiencies and long life of the engine.
http://www.ijriset.com/pdf/mech/VOLUME%203/IJRI-ME-03-033/IJRI-ME-03-033%20STRUCTURAL%20AND%20MODAL%20ANALYSIS%20OF%20AN%20ENGINE%20BLOCK%20BY%20VARYING%20MATERIALS.html#
http://www.ijriset.com/pdf/mech/VOLUME%203/IJRI-ME-03-033/IJRI-ME-03-033%20STRUCTURAL%20AND%20MODAL%20ANALYSIS%20OF%20AN%20ENGINE%20BLOCK%20BY%20VARYING%20MATERIALS.pdf
Progetto del terzo anno del Propedeutico di Meccanica al Polimi con Federico Perotti:
- modellazione del telaio e impostazione dei carichi esterni in condizioni di accelerazione e decelerazione
- scrittura del file di input e risoluzione mediante codice Matlab che sfrutta il metodo degli Spostamenti
- dimensionamento di massima dei tubi del telaio
- considerazioni
MODELLING AND STRESS ANALYSIS OF COLUMN BRACKET FOR ROTARY JIB CRANE IAEME Publication
In this paper, the method of final designing of column Bracket and boom for Material handling jib crane system. The basic functions are determined for certain parameters of jib cranes as yield strength, deflection of column Bracket and boom using stress analysis, displacement analysis. A requirement for movement of heavy loads which are correspondingly difficult. Jib crane is design, analyze and develop from three most prevalent material handling devices. They are Tower jib crane,
free standing Jib crane and jib crane with trusses. Among them the best design, higher strength and greater life span crane has to be designed for future work. During the column Bracket and Boom analysis, the Solid Works and COSMOS is used the analysis is carried out in two load steps. The total analysis time is approximately twenty two hours taken by the software.
This is a Major Project Report successfully done at DVRCET under the guidance of Mechanical Engineering Department & the Managing Director of NIRAJA TECHNOLOGIES located at Uppal (Hyderabad).
This paper focus on the design of hydraulic shop crane. The purpose of design and analysis this hydraulic shop crane is to lifting machinery, machinery parts, and also to move in and out other instruments over head for what we went to work out.
structural and modal analysis of an engine block by varying materialsIjripublishers Ijri
The largest part of the engine is cylinder block. The upper section of the cylinder block consists of cylinders and pistons. Crankcase is supported by the crankshaft and it is placed in the lower section. Aluminum cylinder blocks are lighter than the cast-iron cylinder blocks of the same size. Cylinder block, pistons, cylinder head, crankshaft and connecting rods are the major elements of the engine. IC engine cooling uses either a liquid or gas to remove the unnecessary heat from an internal combustion engine. For special purpose and small engines, air cooling makes for a lightweight and relatively simple system, if we use the materials with better waste heat dissipation it will help in achieving better efficiencies and long life of the engine.
http://www.ijriset.com/pdf/mech/VOLUME%203/IJRI-ME-03-033/IJRI-ME-03-033%20STRUCTURAL%20AND%20MODAL%20ANALYSIS%20OF%20AN%20ENGINE%20BLOCK%20BY%20VARYING%20MATERIALS.html#
http://www.ijriset.com/pdf/mech/VOLUME%203/IJRI-ME-03-033/IJRI-ME-03-033%20STRUCTURAL%20AND%20MODAL%20ANALYSIS%20OF%20AN%20ENGINE%20BLOCK%20BY%20VARYING%20MATERIALS.pdf
Progetto del terzo anno del Propedeutico di Meccanica al Polimi con Federico Perotti:
- modellazione del telaio e impostazione dei carichi esterni in condizioni di accelerazione e decelerazione
- scrittura del file di input e risoluzione mediante codice Matlab che sfrutta il metodo degli Spostamenti
- dimensionamento di massima dei tubi del telaio
- considerazioni
Automation for Horizontal Plastic Injection Moulding industries at to pick and place sprue (plastic waste) from plastic IMM to granulator within 8 sec reducing cycle time and thus enhancing productivity.Robot works on electro-pneumatic circuit operated by C programmed micro-controller.Design was validated in CATIA V5. The model works on 2 to 4 bar pressure air compressor with flow controlled.The model was designed for 40 to 65 ton machines. Different existing models were studied, industrial survey of 14 companies was done and by design synthesis, swing arm horizontal prototype was made with 1/2 kg payload for sprue.The robust mild steel body had miter bevel gear for power transmission and Teflon slider on aluminium arm.
The best design innovation was that through gravity use, gripper wrist rotation and vertical descend stroke for sprue release was eliminated in motion sequence by adopting swing arm horizontal robot configuration instead of conventional swing arm vertical movement. Also, effective trajectory planning for swing arm cylinder was done.
EXPANDABLE AND COLLAPSIBLE WINDING MANDREL: A LITERATURE REVIEWIAEME Publication
An accurately wound coil is the key component to eliminate transformer failures in the field. Therefore choosing correct mandrel is the first important step in coil winding process. The mandrel design is dependent on shape of the composite part to be produced and removal of the mandrel after curing. In the present paper an empirical study was conducted to study mandrel design and its mechanism. It also includes a thorough investigation of various US patents on expandable and
collapsible winding mandrel.
DESIGN AND ANALYSIS OF CONNECTING ROD USING ALUMINIUM ALLOY 7068 T6, T6511 IAEME Publication
The connecting rod is the intermediate member between the piston and the Crankshaft. Its primary function is to transmit the push and pull from the piston pin to the crank pin, thus converting the reciprocating motion of the piston into rotary motion of the crank. This thesis describes designing
and Analysis of connecting rod. Currently existing connecting rod is manufactured by using Forged steel. In this drawing is drafted from the calculations.
ANALYSIS OF STEEL FRAMES WITH BRACINGS FOR SEISMIC LOADSIAEME Publication
In recent decants steel structure had played an important role in construction
industry. Providing strength, stability, ductility for buildings designed for seismic
loads. It is necessary to design a structure that can withstand under seismic loads.
Providing steel knee braces is one of the structural systems used to resist earthquake
forces on structures. Steel bracing is economical, easy to erect and occupies less
space which is flexible to design to meet the required strength and stiffness. There are
various types of steel bracing (X, knee bracing). In knee brace frame system (KBFS)
the non-buckling diagonal bracing provide most of the lateral stiffness, the flexural
yielding of knee element. In our project a 6 storey steel frame building with knee
bracing system with floor plan of 9 m x 9m is considered. We studied the performance
of a 6 storied steel frame building with knee bracing system and compared with bare
frame. Pushover analysis, equivalent static analysis, Response Spectrum analysis,
Time history analysis is performed in ETABS based on IS 1893:2002 (part 1)
guidelines. The manual calculation was done on the basis of Equivalent static analysis
and Response spectrum analysis to find out base shear for foundation and lateral
force for each storey deck slab and compared the values with bare frame. Depending
on the complexity in the problem for bracing models, we had used Etabs software in
order to analysis the Base shear and lateral shear. The results were plotted in the
form of graphs and tables for their inter storey drift and inter storey displacement.
DESIGN AND ANALYSIS OF MULTI STORIED STRUCTURES USING STATIC NON LINEAR ANALYSISIjripublishers Ijri
In plan during the seismic excitation using nonlinear static analysis (pushover) have been performed on the
same structure. The literature pertaining to pushover analysis is reviewed. The pushover analysis adopted
in the present study is on similar lines with the procedure presented by Ashraf Habibullah and Stephen
Pyle using ETABS V 9.7 structural analysis software. The effect of earthquake force in a idealized G+4 story
building under maximum earthquake zone, with the help of pushover analysis has been investigated and
the results were compared in terms of base shear, displacement, spectral acceleration, spectral displacement
and effective damping and effective time period .to strengthen the symmetric and un symmetric RCC
framed buildings` steel braces are included by using retrofitting method.
Design and Linear Static Analysis of Transport Aircraft Vertical Tail for Dif...IJSRD
The design of vertical tail structure varies according to nature of aircraft and its function. The experimental test of vertical tail structure is difficult and more expensive process. In this present work detailed design of transport aircraft vertical tail with rudder structure modelling done by using CATIA V5 R19 software. The static stress analysis is carried out to find the stresses at of the vertical tail with rudder structure for different deflection of rudder. The stresses are estimated to find the safety factor of the structure using finite element approach with the help of MSC/PATRAN and MSC/NASTRAN software. The material used in the vertical tail structure is aluminium 7075-T6, which has high fatigue strength. From the analysis it is found that maximum principal stress of vertical tail structure is less than yield strength of aluminium 7075-T6 alloy. The maximum principal stress value form analysis is used to find fatigue damage calculations for vertical tail structure. The obtained analytical result shows that safe no of fatigue life hours of vertical tail structure. The result is verified with reserve factor approach.
Automation for Horizontal Plastic Injection Moulding industries at to pick and place sprue (plastic waste) from plastic IMM to granulator within 8 sec reducing cycle time and thus enhancing productivity.Robot works on electro-pneumatic circuit operated by C programmed micro-controller.Design was validated in CATIA V5. The model works on 2 to 4 bar pressure air compressor with flow controlled.The model was designed for 40 to 65 ton machines. Different existing models were studied, industrial survey of 14 companies was done and by design synthesis, swing arm horizontal prototype was made with 1/2 kg payload for sprue.The robust mild steel body had miter bevel gear for power transmission and Teflon slider on aluminium arm.
The best design innovation was that through gravity use, gripper wrist rotation and vertical descend stroke for sprue release was eliminated in motion sequence by adopting swing arm horizontal robot configuration instead of conventional swing arm vertical movement. Also, effective trajectory planning for swing arm cylinder was done.
EXPANDABLE AND COLLAPSIBLE WINDING MANDREL: A LITERATURE REVIEWIAEME Publication
An accurately wound coil is the key component to eliminate transformer failures in the field. Therefore choosing correct mandrel is the first important step in coil winding process. The mandrel design is dependent on shape of the composite part to be produced and removal of the mandrel after curing. In the present paper an empirical study was conducted to study mandrel design and its mechanism. It also includes a thorough investigation of various US patents on expandable and
collapsible winding mandrel.
DESIGN AND ANALYSIS OF CONNECTING ROD USING ALUMINIUM ALLOY 7068 T6, T6511 IAEME Publication
The connecting rod is the intermediate member between the piston and the Crankshaft. Its primary function is to transmit the push and pull from the piston pin to the crank pin, thus converting the reciprocating motion of the piston into rotary motion of the crank. This thesis describes designing
and Analysis of connecting rod. Currently existing connecting rod is manufactured by using Forged steel. In this drawing is drafted from the calculations.
ANALYSIS OF STEEL FRAMES WITH BRACINGS FOR SEISMIC LOADSIAEME Publication
In recent decants steel structure had played an important role in construction
industry. Providing strength, stability, ductility for buildings designed for seismic
loads. It is necessary to design a structure that can withstand under seismic loads.
Providing steel knee braces is one of the structural systems used to resist earthquake
forces on structures. Steel bracing is economical, easy to erect and occupies less
space which is flexible to design to meet the required strength and stiffness. There are
various types of steel bracing (X, knee bracing). In knee brace frame system (KBFS)
the non-buckling diagonal bracing provide most of the lateral stiffness, the flexural
yielding of knee element. In our project a 6 storey steel frame building with knee
bracing system with floor plan of 9 m x 9m is considered. We studied the performance
of a 6 storied steel frame building with knee bracing system and compared with bare
frame. Pushover analysis, equivalent static analysis, Response Spectrum analysis,
Time history analysis is performed in ETABS based on IS 1893:2002 (part 1)
guidelines. The manual calculation was done on the basis of Equivalent static analysis
and Response spectrum analysis to find out base shear for foundation and lateral
force for each storey deck slab and compared the values with bare frame. Depending
on the complexity in the problem for bracing models, we had used Etabs software in
order to analysis the Base shear and lateral shear. The results were plotted in the
form of graphs and tables for their inter storey drift and inter storey displacement.
DESIGN AND ANALYSIS OF MULTI STORIED STRUCTURES USING STATIC NON LINEAR ANALYSISIjripublishers Ijri
In plan during the seismic excitation using nonlinear static analysis (pushover) have been performed on the
same structure. The literature pertaining to pushover analysis is reviewed. The pushover analysis adopted
in the present study is on similar lines with the procedure presented by Ashraf Habibullah and Stephen
Pyle using ETABS V 9.7 structural analysis software. The effect of earthquake force in a idealized G+4 story
building under maximum earthquake zone, with the help of pushover analysis has been investigated and
the results were compared in terms of base shear, displacement, spectral acceleration, spectral displacement
and effective damping and effective time period .to strengthen the symmetric and un symmetric RCC
framed buildings` steel braces are included by using retrofitting method.
Design and Linear Static Analysis of Transport Aircraft Vertical Tail for Dif...IJSRD
The design of vertical tail structure varies according to nature of aircraft and its function. The experimental test of vertical tail structure is difficult and more expensive process. In this present work detailed design of transport aircraft vertical tail with rudder structure modelling done by using CATIA V5 R19 software. The static stress analysis is carried out to find the stresses at of the vertical tail with rudder structure for different deflection of rudder. The stresses are estimated to find the safety factor of the structure using finite element approach with the help of MSC/PATRAN and MSC/NASTRAN software. The material used in the vertical tail structure is aluminium 7075-T6, which has high fatigue strength. From the analysis it is found that maximum principal stress of vertical tail structure is less than yield strength of aluminium 7075-T6 alloy. The maximum principal stress value form analysis is used to find fatigue damage calculations for vertical tail structure. The obtained analytical result shows that safe no of fatigue life hours of vertical tail structure. The result is verified with reserve factor approach.
DESIGN AND ANALYSIS OF SIDE FORCE SPRING IN MCPHERSON STRUTtulasiva
To reduce the magnitude of lateral forces generated by cornering of vehicle on dampers due to buckling action which is caused by packaging issues occurred during the assembly of McPherson strut suspension system in passenger vehicle.
In order to achieve our desired results, the piercing points axis must reach as close with line of forces (Kingpin axis).
Rocker arms are part of the valve-actuating mechanism. A rocker arm is designed to pivot on a pivot pin or shaft that is secured to a bracket. The bracket is mounted on the cylinder head. One end of a rocker arm is in contact with the top of the valve stem, and the other end is actuated by the camshaft. In installations where the camshaft is located below the cylinder head, the rocker arms are actuated by pushrods. The lifters have rollers which are forced by the valve springs to follow the profiles of the cams. Failure of rocker arm is a measure concern as it is one of the important components of push rod IC engines.Present work finds the various stresses under extreme load condition. For this we are modeling the arm using design software and the stressed regions are found out usingAnsys software. Here in this thesis we are observing that by changing different materials how the stresses are varying in the rocker arm under extreme load condition. And after comparing results we are proposing best suitable material for the rocker arm under extreme load conditions.
Rocker arms are part of the valve-actuating mechanism. A rocker arm is designed to pivot on a pivot
pin or shaft that is secured to a bracket. The bracket is mounted on the cylinder head. One end of a
rocker arm is in contact with the top of the valve stem, and the other end is actuated by the camshaft.
In installations where the camshaft is located below the cylinder head, the rocker arms
are actuated by pushrods. The lifters have rollers which are forced by the valve springs to follow the
profiles of the cams. Failure of rocker arm is a measure concern as it is one of the important
components of push rod IC engines.Present work finds the various stresses under extreme load
condition. For this we are modeling the arm using design software and the stressed regions are
found out usingAnsys software. Here in this thesis we are observing that by changing different
materials how the stresses are varying in the rocker arm under extreme load condition. And after
comparing results we are proposing best suitable material for the rocker arm under extreme load conditions.
Determination of Buckling Loads of Wave Spring Using ANSYSIJRES Journal
Special performance characteristics are individually built into each spring to satisfy a variety of precise operating conditions. Typically, a wave spring will occupy an externally small area for the amount of work it performs. The present work deals with the structural analysis of wave and coil spring by modeling the structural behavior of these springs using three dimensional finite elements (FE) software. The design of spring in suspension system is very important. In this work a wave type of spring is designed and a 3D model is created using CREO software. The model is also varied by changing the length of the spring. Structural analysis has been conducted on the wave spring by varying thickness and number of turns. For the analysis, loads are bike weight with single and two persons. The buckling load is then estimated for both Wave spring and coil spring with the same parameters.
COMPARATIVE ANALYSIS OF CONVENTIONAL LEAF SPRING AND COMPOSITE LEAFijiert bestjournal
A leaf spring is a simple form of spring,commonly used for the suspension in wheeled vehicles. It is also one of the oldest forms of spring. Sometimes referred to as a semielliptical l eaf spring (SELS) it takes the form of a slender ar c-shaped length of spring steel of rectangular cross section. The centre of the arc p rovides location for the axle,while tie holes are provided at either end for attaching to the vehicle body. In the present work,a seven-leaf steel spring use d in passenger cars is replaced with a composite mu lti leaf spring made of glass/epoxy composites. The dimensions sand the num ber of leaves for both steel leaf spring and compos ite leaf springs are considered to be the same. The primary objective is to compare their load carrying capacity,stiffness and weight savings of composite leaf spring. Finally,fatigue life of steel and com posite leaf spring is also predicted using life dat a
UNIT-4-ENERGY STORING ELEMENTS AND ENGINE COMPONENTS.pptxkarthi keyan
ENERGY STORING ELEMENTS AND ENGINE COMPONENTS
Springs – Design of helical springs – Design of Leaf, Belleville springs and Torsion springs – Flywheels considering stresses in rims and arms for engines and punching machines. Design of Crankshaft.
Design optimization of excavator bucket using Finite Element MethodIjripublishers Ijri
An excavator is a typical hydraulic heavy-duty human-operated machine used in general versatile construction operations,
such as digging, ground leveling, carrying loads, dumping loads and straight traction. Normally backhoe excavators
are working under worst working conditions. Due to severe working conditions, excavator parts are subjected to
high loads and must work reliably under unpredictable working conditions. Thus, it is necessary for the designers to
provide not only an equipment of maximum reliability but also of minimum weight and cost, keeping design safe under
all loading conditions.
LOCOMOTIVE WHEEL ASSEMBLY DESIGN OPTIMIZATION USING FINITE ELEMENT ANALYSISIjripublishers Ijri
Underground mining is the regular happening work around the world, mainly in India for coal, iron ore, gypsum
etc…………..
Transportation of the material is the major criteria for underground mining most commonly locomotive trolleys, belt
conveyors (or) screw type conveyors are used to carry the material from underground to surface.
Locomotive trolleys are the most efficient transportation system for underground system even for human transportation
also it can be used.
Now all the mining companies are using belt type (or) screw type conveyors because of regular maintenance (or) replacement
of locomotive trolleys, but screw conveyors and belt type conveyors are making heavily wastage falling from belt
conveyors and crushed wastage from screw conveyor.
This project deals with design optimization for improving the life of locomotive trolley.
3D models will be prepared according to company standards.
FEM based analysis will be conducted on assembly to find the location of maximum stress.
Static and model analysis will be carried out by applying suitable materials and modifying part by observing the above
analysis.
Design and Analysis Nose Landing Gear SupportIJSRD
Nose landing gear support bracket is one of the main parts in the nose landing gear assembly, whose function is to maintain the stability of the landing gear during the movements. This work is focused on the FEA analysis of support bracket by varying the stress concentration area, The objective of this work is to determine the static and modal analysis of support bracket with different stress concentration areas, then analysis is done using ANSYS WORKBENCH, These results could provide some useful suggestions for design and improvement for the better component
Similar to Design of limb of a takedown recurve bow (20)
ಕೃಷಿಕರು ತಾವೇ ಸುಲಭವಾಗಿ ಮಾಡಿಕೊಳ್ಳಬಹುದಾದ ಕತ್ತರಿ ಅಳವಡಿಸಿದ ಹಣ್ಣು ಕೊಯ್ಯುವ ಸಾಧನ. ಸಾಮಾನ್ಯವಾಗಿ ಎಲ್ಲೆಡೆ ಸಿಗಬಹುದಾದ ವಸ್ತುಗಳಿಂದ ಕಡಿಮೆ ಖರ್ಚಿನಲ್ಲಿ ಮಾಡುವ ವಿಧಾನವನ್ನು ಹಂತ-ಹಂತವಾಗಿ ವಿವರಿಸಿದೆ. ಸಾಧನ ಕೆಲಸ ಮಾಡುವ ಪರಿಯನ್ನು ಎರಡು ವಿಡಿಯೋ ಲಿಂಕ್ ಮೂಲಕ ತೋರಿಸಿದೆ.
Do-It-Yourself Fruit Picker Using Thread Clipper ScissorManohar M Hegde
A step by step illustrated procedure to make inexpensive Fruit picker has been presented. Fruit growers growing many different types of fruits cannot afford to buy a Fruit picker from market for each type of fruit. They can make their own Fruit pickers,suitable for different fruits, using easily available day to day items.
Do-it-Yourself Fruit Picker From Soft Drink BottleManohar M Hegde
Fruit growers may need to harvest fruits of different sizes, and it is difficult for them to find one readily available tool in the market,which can harvest all sizes of fruits. With this approach, they can themselves make suitable fruit pickers from throw-away and easily available material.
6 bar linkage mechanism for hopper tipper hoistingManohar M Hegde
4-Bar linkage mechanism is the most preferred arrangement to hoist a Hopper Tipper load body, mainly due to it’s simplicity.Although a 4-Bar linkage can very well meet the basic functionality of hoisting the load body, and is most commonly used as well, there are situations when design engineers find it inadequate to meet the above mentioned specific design objectives.A 6-Bar mechanism is designed and evaluated, and the results compared with the values obtained on existing and alternative proposals of 4-Bar mechanisms.
Blending of traditional hot forging practice with the latest technologies in computational simulation,sensing and closed loop controls,to improve process efficiency.
Explore the essential graphic design tools and software that can elevate your creative projects. Discover industry favorites and innovative solutions for stunning design results.
Storytelling For The Web: Integrate Storytelling in your Design ProcessChiara Aliotta
In this slides I explain how I have used storytelling techniques to elevate websites and brands and create memorable user experiences. You can discover practical tips as I showcase the elements of good storytelling and its applied to some examples of diverse brands/projects..
PDF SubmissionDigital Marketing Institute in NoidaPoojaSaini954651
https://www.safalta.com/online-digital-marketing/advance-digital-marketing-training-in-noidaTop Digital Marketing Institute in Noida: Boost Your Career Fast
[3:29 am, 30/05/2024] +91 83818 43552: Safalta Digital Marketing Institute in Noida also provides advanced classes for individuals seeking to develop their expertise and skills in this field. These classes, led by industry experts with vast experience, focus on specific aspects of digital marketing such as advanced SEO strategies, sophisticated content creation techniques, and data-driven analytics.
Technoblade The Legacy of a Minecraft Legend.Techno Merch
Technoblade, born Alex on June 1, 1999, was a legendary Minecraft YouTuber known for his sharp wit and exceptional PvP skills. Starting his channel in 2013, he gained nearly 11 million subscribers. His private battle with metastatic sarcoma ended in June 2022, but his enduring legacy continues to inspire millions.
1. Design of Limb of a Takedown Re-curve Bow
T
Manohar M Hegde
2. Contents
1. Principle of Archery – Energy Storage and Release
3. Problem Statement
4. Minimum Requirements and Performance Criteria
2. Typical Specification of a Re-curve Bow
6. Importance of Re-curve Limb Shape in a Bow
7. Product Benchmarking – Physical and Digital
10. Flowchart of Overall Process
5. Anatomy of a Typical Takedown Bow ; Function Analysis
9. Product Validation
8. Design Methodology and Analysis
4. Energy is Stored in Bow When Drawn
1. Principle of Archery – Potential Energy to Kinetic Energy
Stored Energy is Transferred to
Arrow When Released
Drawn Released
L = Draw Length
F = Draw Weight
L
F
5. Type : Re-curve, take down
Draw Weight : 42 lbs
String Height or Bow Length : 64”
Brace Height: 6”-7”
Draw Length : 32”
Bow Weight : 1.5 Kgs
Riser length : 25”
Riser Material : Aluminium / Magnesium /Composite
Limb length : Short,Medium,Long
Limb Material : Composite
ILF (International Limb Fitment)
2. Typical Specification of a Re-curve Bow
6. 3. Problem Statement
3. Smoothness of draw indicated by draw weight
4. Stability indicated by the torsional and lateral stiffness
“To design a Re-curve Bow Limb Fulfilling Performance Goal,
for a Given Draw Length and Within the Given Constraints “
5. Easy to handle indicated by the physical weight
6. Robustness and long life indicated by the stress distribution
1. Draw length is the primary input (decided by the user)
2. Performance goal is to maximise the energy stored during draw
“Lower Values of Draw Weight, Stiffnesses, Physical Weight
and Stresses are Desirable “
7. 4. Minimum Requirements and Performance Criteria
1. Arrow Speed
2. Stability – Accuracy and Consistency of Shooting
3. Smoothness - Draw Quality and Feel
4. Easy Handling - Physical Weight
5. Affordability - Manufacturing Cost.
6. Durability – Minimum no. of Shooting Operations Before Failure
7. Reliability – Performance and Life Under Actual Usage Conditions
8. Flexible to Change and Ease of Operation
9. Aesthetically Pleasing and Ergonomic (Comfortable Grip)
8. Simple Bow And Re-curve Bow
Simple Bow / Long Bow Re-curve Bow
Limb With
Re-curve
9. 5. Main Parts of a Re-curve Bow And Their Functions
Riser
Limb
String
Riser – Acts
as a Frame
Limb – Stores
Energy During
Draw
String – Transfers
Draw Force to
Limbs
Arrow
10. Primary Function of Limb
Before Draw During Draw During Release
T
“Limb Works Like a Spring, Storing and Releasing Potential Energy”
11. Draw Force and Draw Length
Un-braced Braced Fully Drawn
Draw
Force
Draw Length
12. Potential Energy Stored in a Bow
“Area Under The Curve Represents The Energy Stored -
Higher The energy Stored Higher is The Arrow Speed”
Draw Length
DrawForce/DrawWeight
Area Under
The curve
Higher Arrow
Speed
13. 6. Importance of Limb Shape in a Bow
“Re-curve Influences the Bow Behaviour During Draw and Release”
High Re-curve Low Re-curveMedium Re-curve
Un-braced Braced
14. “Design of the Limb Decides the Amount of Energy Stored”
Different Bows and The Energy Storage Curves
Primitive Bow
Long Bow
Re-curve Bow-1
Re-curve Bow-2
Draw Length
DrawWeight
15. Problem Statement re-stated
“ Design a Re-curve Bow Limb To Maximise The Area Under
The Curve for a Given Set of Draw Weight and Draw Length.”
Target Energy Storing
Curve With
Tolerance Band
Draw Length
DrawWeight
“ Rapid Rise and Then Flattening Trend of the Curve
Results in Smooth Drawing Experience.”
16. 7. Benchmarking
The Desired Qualities of the Proposed Bow Have to be
Arrived at Based on Benchmarking of Competitive Models.
1. Weight of the Limb
2. Draw Weight vs Draw Length
3. Lateral Force vs Draw Length
The Typical Quality Characteristics are :
4. Location of C.G.
5. Selling Price
6. ……
“Each of the Above Qualities Influences the Desirability of
the Bow by the User in Some Way or the Other”
17. 7. Benchmarking - Physical
Tabulate the data as follows :
Prepare benchmarking plan for selected brands of bows
Brand / Model →
A B CAttribute /
Characteristics ↓
Limb Weight
Limb Length
Limb Thickness
Limb deflection in
X- direction
Limb deflection in
Y-direction
……………….
“ Benchmarking Requires Recording of Physical
Features, Dimensions, and Performance Characteristics,
Using Appropriate Tools and Equipment “
18. 7. Benchmarking - Digital
Tabulate the results as follows :
Use The Data From Physical Benchmarking to Prepare 3D
Model of The Bow ; Predict The Performance By Simulation
Brand / Model → A B C
TargetPerformance
Characteristics ↓
Meas
ured
Predi
cted
Meas
ured
Predi
cted
Measu
red
Predic
ted
Limb Weight
Riser Weight
Limb deflection in
x- direction
Limb deflection in
y-direction
Draw Weight vs
Draw Length
Center of Gravity
“ Benchmarked Data is Used to Set Initial Targets”
19. 8. Design Methodology
Attributes of The Bow :
Attributes of The Riser :
Attributes of The Limb :
Bow length, draw length(Input), draw force(output), overall weight
Riser length, Limb seat angle, Riser weight
Limb length, Limb Shape, Limb widths, Limb thicknesses,
Material density, Modulus of Elasticity.
Design Attributes
“Listing of Design Attributes at the Product Level and
Component Level is the Starting Point of the Design Process”
20. Design and Analysis
1. Shape of the limb
2. Dimensions of the limb
For a Given Set of Draw Length and Draw Weight, Keeping
the Riser Same, The Potential Energy Stored Depends
upon :
3. Material properties of the limb material
Limb Design Variables
21. Limb Size and Bow Size
“Bow Length is Made-up of
Riser Length and Length of
Two Limbs”
Bow
Length
Riser
Limb
Length Limb
String
22. Sizes of Limb and sizes of Riser
Limb
Length
Riser
Length
Bow
Length
“4 sizes of Risers Together
with 4 Sizes of Limbs will
Make a Total of 16 Bow Sizes”
Riser
Length
Short
Limbs
Medium
Limbs
Long
Limbs
21” 62” 64” 66”
23” 64” 66” 68”
25” 66” 68” 70”
27” 68” 70” 72”
23. Variations in Bow Size – Same Limb Different Risers
“One Size of Limb Can go With Many Sizes of Riser”
27”
Medium
25”
Medium
21”
Medium
Bow Length = 64” Bow Length = 68” Bow Length = 70”
24. “One Size of Riser Can go With Many Sizes of Limb”
25”
Medium
Bow Length = 66” Bow Length = 68” Bow Length = 70”
Short
25”
Long
25”
Variations in Bow Size – Same Riser Different Limbs
25. Bow Length and Draw Length
“Required Draw Length is Decided by Archer”
Bow
Length- 62”
Draw Length -22”
Draw Length -24” Bow Length, inches
DrawLengthinInches
48 72686456 6052
14323028262422201816
26. Limb Design – Primary Inputs
“ Bow size and Draw Lengths Are The Primary Design Inputs”
Riser
Length
Short
Limbs
Medium
Limbs
Long
Limbs
21” 62” 64” 66”
23” 64” 66” 68”
25” 66” 68” 70”
27” 68” 70” 72”
Limb
Length
Bow Length, inches
DrawLengthinInches
48 72686456 6052
14323028262422201816
27. Forces in the Bow During Drawing
θ
α
Draw Force, F
String Tension,T
Limb Deflection Force, f
H
Draw Length
“ The Stiffness of the Limb Resists the Pull by the String “
28. Primary Load – In The String Plane
Global Co-ordinate System
Z
Y
X
Z
Y
X
T String Pull
“String Pull T Decides The Potential Energy Stored”
Local Co-ordinate System
29. Free Body Diagram(FBD) of Limb and Analysis
θ
α
Draw
Force, F
T
f
H
Draw Length, L
h(θ)
f
αH
Z
X
Z
X
“Limb Experiences Comparatively High Deflection”
30. Form Design Parameters of Limb
w1 w2
t1
t2
S(l )
l
“Limb’s Long and Slender Body Results in Non-Linear
Deflection Pattern ”
Width, Thickness and Shape
31. Form Design of Limb
“ Every Proposed Shape of Limb Used For Iteration
Needs to be Mathematically Uniquely Identified For
Future References”
Z
XS(l )
S(l ) = f(X,Y )
Limb Shape Options
y = 8E-14x10.118
0
1
2
3
4
5
6
7
0 5 10 15 20 25
Option Example-1 Option Example-2
y = 7E-19x13.837
y = -0.0377x + 0.6521
0
1
2
3
4
5
6
7
0 5 10 15 20 25
32. Typical Specification of a Limb
Sl
No
Attribute Symbol Type of Parameter Remarks
1 Limb Length t Design constraint Fixed parameter
2 Limb Shape s(l ) Design Variable Iterative
3 Limb width1 w1 Design Variable Iterative
4 Limb width2 w2 Design Variable Iterative
5 Limb Thickness1 t1 Design Variable Iterative
6 Limb Thickness2 t2 Design Variable Iterative
7 Stiffness K Resultant Parameter Modulus of Elasticity
(E )
8 Weight W Resultant Parameter Material Density (ρ)
“ Values of Parameters Under Attributes 2 to 6 are
Finalised by Iterations ”
33. Deflection and Stress Analysis of The Limb
Limb Is a Slender Beam With Taper in Both Directions, Hence
Undergoes Large Strain. No Closed Form Solution For Deflection
Exists
“Finite Element Analysis (FE) is Required”
α
T
H
Un-braced
Braced
Fully Drawn
34. Z
Y
X
Z
Y
X
T (String Pull)
Secondary Load – Torsional
Twisting Moment
M
Global Co-ordinate
System
“Torsional Stiffness is a Measure of The Stability of the Bow”
Local Co-ordinate
System
35. Deflection and Stress Analysis of The Limb
Finite Element Analysis
T
String Pull
Twisting Moment
M
Limb Body Made of
Composite Structure
Fixed End
Loaded End
“ Non-Linear FE Analysis is
Required”
36. Analysis Results and Their Interpretation
Sl No Measure Units Method of Qualifying
1 Static Bending
Stress in the limb
body
N/mm2 Limb manufacturer’s norm ,
comparison with results of
physical and digital
benchmarking.
2 Shear Stress at
String
Attachment Point
N/mm2 Limb manufacturer’s norm ,
comparison with results of
physical and digital
benchmarking.
3 Static Torsion
Stress in the
body
N/mm2 Limb manufacturer’s norm ,
comparison with results of
physical and digital
benchmarking.
4 Energy Stored by
The Limb
N-mm Compare the Draw Weight
vs Draw curve with
benchmarked data
“Factor Of Safety(FOS) Can be Arrived at by Comparing
Analysis Results with Benchmarked Data”
37. 9. Design Validation
1. Lab Validation
2. Users’ Validation
a. Static bending
b. Static twisting
c. Reverse bending
d. Reverse twisting
e. Full bow Draw Weight vs Draw Length characteristics
a. By experts under standard conditions
b. By experts under adverse conditions
c. By trainees under standard conditions
d. By trainees under adverse conditions
“Results Are Compared With Benchmarked Data”
38. 10. Typical Design and Development Process
Select target bows and
compile their
specifications
Benchmark competitors’ bow
models and establish
reference data
Benchmark individual
risers and limbs of
competitors’ bow Models
Work out preliminary
engineering calculations,
free-body diagrams(FBD).
Create feasible concepts of
basic form and shape of
proposed limb
Finalise the target
specification of proposed
limb, verification and
testing specifications
Design FMEA ; refinement
of verification and testing
specification
Design verification using CAE /
Simulation
Design iterations
Performance testing, lab
testing and user trials
Prototype manufacturing of
components and assembly
Prepare detailed
manufacturing drawings
Iteration
Iteration
Serial
Production
“Multiple Reviews on Design and Manufacturing
Aspects Can be Held as Required”