- Open Access
- Total Downloads : 410
- Authors : B. Durga Prasad, G. Kiran Reddy, R. Arpitha
- Paper ID : IJERTV4IS090179
- Volume & Issue : Volume 04, Issue 09 (September 2015)
- DOI : http://dx.doi.org/10.17577/IJERTV4IS090179
- Published (First Online): 14-09-2015
- ISSN (Online) : 2278-0181
- Publisher Name : IJERT
- License: This work is licensed under a Creative Commons Attribution 4.0 International License
Design and Analysis of Travelling Block used in Rigs
G. Kiran Reddy
Mechanical engineering
Guru Nanak Institution of Technical Campus Hyderabad, INDIA
B Durga Prasad
Mechanical engineering
Guru Nanak Institution of Technical Campus Hyderabad, INDIA
R Arpitha Mechanical engineering
Guru Nanak Institution of Technical Campus Hyderabad, INDIA
AbstractA traveling block is the freely moving section of a block and tackle that contains a set of pulleys or sheaves through which the drill line (wire rope) is threaded or revved and is opposite (and under) the crown block (the stationary section)[1]. In the present work the geometric model is created in CATIA Software and imported to hyper mesh for convergent Finite element mesh and analysis. Stress and displacement on travelling block are calculated by using ANSYS software
Keywords Ansys, CATIA, FEM, RIGS, Hyper mesh etc.,
I. INTRODUCTION
A traveling block is the freely moving section of a block and tackle that contains a set of pulleys or sheaves through which the drill line (wire rope) is threaded or revved and is opposite (and under) the crown block (the stationary section). The combination of the traveling block, crown block and wire rope drill line gives the ability to lift weights in the hundreds of thousands of pounds. On larger drilling rigs, when rising and lowering the derrick[2], line tensions over a million pounds are not unusual. Depending on the load travelling block are classified into two fall pulley travelling block and four fall pulley travelling block for heavier loads or else two fall pulley travelling block for lighter loads It moves inside the mast structure from top to bottom on guide way provided inside mast structure having pulleys inside the travelling block with one end attached to the hydraulic cylinder[4]. Travelling block helps in moving the rotary head gearbox in the ratio of 1:1 or 1:3[3]. Number of pulleys and rope used in travelling block will be depend on the load it has to carry .Travelling box structure guides the rotary head to travel top to bottom. Its geometric model is created in CATIA Software and imported to hyper mesh for convergent Finite element mesh and analysis. Stress and displacement on travelling block are calculated by using ANSYS software
II MODELLING
CATIA is a robust application that enables us to create rich and complex designs and we use fundamental skills and concepts that enable us to create a solid foundation for our designs so we have created traveling block by using this software
Fig 1: Travelling block
Fig 2: Isometric view
III MESHING
Meshing is generated by using hyper mesh software. Mesh the geometry by using tetra-hedral elements. Element type is solid 45
Fig 3: Mesh model of a travelling block
Fig 4: constrained model of a travelling block
Fig 5: loading condition of a travelling block
Fig 6: Constrained and load condition of a travelling block
IV ANALYSIS
The primary objective of a structure is to carry and transmit loads to foundations safely and to perform well in a serviceable condition and it should have acceptable low probability of damage. The model has been taken into ANSYS applied its material properties as follow
TABLE I. MATERIAL PROPERTIES
Material |
Youngs modulus(N/mm2) |
Poissons ratio |
Density (ton/mm3) |
Steel |
2.1e5 |
0.3 |
7.89e-9 |
V RESULTS OF ANALYSIS
Fig 7: Deformed-un deformed shape of a travelling block
Fig 8: Displacement vector sum of a travelling block
Fig 9: Stress in X-direction of a travelling block
Fig 10: Stress in Y-direction of a travelling block
Fig 11: Stress in Z-direction of a travelling block
Fig 12: XY-shear stress of a travelling block
Fig 13: YZ-shear stress of a travelling block
VI CONCLUSION
The Travelling block was analyzed by finite element methods. From the above results the Maximum Von-misses stress observed is 84.39N/mm2. This value is under safe load condition. The Maximum Displacement for travelling block observed is 0.0504 mm, which can be omitted for very small values. The Stress Levels for travelling block was checked under max load condition with load of 11,500Kg (i.e. 112776
N) and proved to be safe design and suggested to use for drilling rig operations and also for Heavy Engineering Equipments.
Fig 14: XZ-shear stress of a travelling block
S.no |
Name |
value |
1 |
Displacement |
0.05mm |
2 |
Stress in X-direction |
19.54 N/mm2 |
3 |
Stress in Y-direction |
20.51 N/mm2 |
4 |
Stress in Z-direction |
21.03 N/mm2 |
5 |
Shear stress in XY-direction |
31.68 N/mm2 |
6 |
Shear stress in YZ-direction |
10.11 N/mm2 |
7 |
Shear stress in ZX-direction |
14.14 N/mm2 |
8 |
Von-misses stress |
84.39 N/mm2 |
Fig 15: von-misses stress of a travelling block TABLE II. RESULTS
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