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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 33
DESIGN AND ANALYSIS OF THE ROBOT PEDESTAL
Mr. Ankit.J.Gitay 1, Mr.Pramod.S.Sarode 2, Mr. Akshay. T. Misal 3, Mr. Mayur.J.Gitay4
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Todays automation scenario robot is very
essential part. There is many standard robot manufacturers
which manufacturedthestandardsizesoftherobot. According
to industrial application to achieve desired position of the
work robot required its customized height of the robot arm.to
achieve desired height robot requires its own pedestal.so
initially we design the cross section beam for the robot
pedestal with considering different parameters of the loads
and developing the CAD model for the according to the
requirement. For modeling and analysis we use the ANSYS
15.0 software. We apply boundary condition on that model
and doing FEA of that pedestal according to analysisresultwe
change the body structure. We find the total deformation and
equivalent stress to safe that model.
1.INTRODUCTION
Robot is automatically operated reprogrammable machine
which used to reduce the problem human labor. Robots can
do industrial work with great accuracy andcontinually.Now
days for mass production in industries we are using robots,
which produce very precious part with great speed.
According to the height of robot required we design the
pedestal for that. We are analyzing the which type of failure
occurs in the pedestal structure, at which load and moment,.
After that firstly we make CAD model of robotpedestal using
FEA software i.e. ANSYS 15.0.Applying boundary conditions
such like forces on robot pedestal and moments applies on
the robot pedestal. After model analysis we will find, von-
misses stresses and total deformation of robot pedestal.
After result analysis of stress, deformation and mode shape
we will decide where the pedestal is safe for given loads as
well as moments. We are designing robot pedestal such a
way that pedestal having increasablestressandloadbearing
capacity. Fig 1 shows that the typical robot pedestal used in
the industry
Fig1: Robot Pedestal
2. LITERATURE REVIEW
[1]Xiaoping Liao et al (2010)In this article, the analysis
software ANSYS release 10.0 have been used in the modal
analysis of the base of welding robot, and the natural
frequencies and mode shapes of the first ten orders have
been computed quickly and directly.
[2]Gwang-Jo Chung et al (2010) they obtained the
maximum reaction force foreach joint that could be used for
static rigidity analysis. Next, through the modeanalysis, they
estimated the natural frequency for the overall assembled
structure and compared it with the experimental result to
identify the accuracy and the reliability of the FEM models.
[3]Zhijun Wu et al(2011) In this paper, they build two
according 3D finiteelement models of the containercraneby
ANSYS respectively based on two common doorframe
structures of compound type and single brace type. Andthen
stress, deformation, mode shapes are analyzed and
compared.
[4]Jeevan et al(2015)studies the modeling and analysis
of robot arm using ansys . The mechanical design, structural
analysis, and results verification of a new high performance
semi-direct drive robot arm. A design optimization
methodology employing finite element analysis (FEA) is
reviewed, and a resulting arm design is reported.
3. MODAL ANALYSIS OF THE ROBOT PEDESTAL
3.1 modeling and meshing
In the majority most of the cases of the design
consideration structural steel is used as a material. Hollow
rectangular tubes of structural steel are used forthepedestal
the supportive members are also hollow tubes at the center
of pedestal. At bottom end four plates are attached to the
column as per shown in the fig2. For mounting on the
foundation robot pedestal bolts are used. The pipes are
attached to each other by the welding process. Material
properties are shown following table.
Table 1 Material properties of pedestal
Material Structural steel
Modulus of elasticity 190 GPA
Yield strength 355Mpa
Tensile strength 470Mpa
Density 7850kg/m3
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 34
The pedestal for the Welding robot is modeled in
ANSYS15.0 package of modeling and meshing as shown in
Fig.2 . In this meshing we use the 20 mm size to model the
pedestal for each part of robot pedestal and the material
property of the pedestal has been defined in the main menu
of ANSYS15.0, which is made of structural steel with a
modulus of elastic of “190Gpa” and density of “7850kg/m3”.
After the meshing we get the 150570 nodes and 27892
elements and were generated at element size 20 mm.
Fig.2Model of pedestal Fig.3 Meshing
3.2 Boundary condition
After completing the model of the pedestal in the
workbench of the ANSYS we are going to meshing the model
by using the Hex dominant and sweep method for the
meshing. Boundarycondition are appliedonthe pedestalare
vertical force Fy=1362N and Horizontal force Fz= -1297N.
Also Tilting moments are Mx=1152Nmm and Mz=880Nmm
and fix supports are provided at bottom circular surfaces of
bolts below the surface plate andWithadditionoffrictionless
support to the plates contact with that bolts.
3.3 Viewing the results
After applying the forces analysis is done and we get the
following total deformationand Equivalent stressfigure.The
maximum stress is 146 N/mm2 which is below the allowable
stress and total deformation is 1.75 mm which is also safe
level by using the L/1000 mm criteria.
Fig 4 equivalent stress fig 5 total deformation
After model analysis we find of six modes of natural
frequency the figures of natural frequency with six modes as
per given below. In table shows below natural frequency at
each mode shape.
Table 2 Natural Frequency Of Pedestal
Sr no Frequency
1 7.2793
2 10.741
3 19.053
4 29.172
5 85.355
6 130.43
(a) (b)
(c) (d)
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 35
(e) (f)
Fig.6 (a) 1st mode shape (b) 2nd mode shape
(c) 3rd mode shape (d) 4th mode shape
(d) 3rd mode shape (f) 4th mode shape
4. CONCLUSIONS
The finite element approach presented in this paper was
implemented by the pack-age ANSYS 15.0. we obtained the
equivalent stress and total deformation for pedestal also we
found the the natural frequencies and the corresponding
mode shapes of the first six orders of the base obtained by
modal analysis obtained after applying boundary condition
by the finite element model, and the conclusion are as
follows: Natural frequency of the pedestal is minimum at
first mode and maximum at sixth mode it increases from 7
Hz to 130 Hz.
REFERENCES
[1] Xiaoping liaol, changliang gong, yizhong lin, weidong
wang, “the finite element modal analysis of the base of
welding robot” college of mechanical & engineering,
guangxi university, nanning, guangxi, 530004, china
[2] Gwang-jo chung, doo-hyung kim,“structural analysis of
600kgf heavy duty handling robot”2010 principal
research engineer in robotics lab. korea institute of
machinery & materials daejon, korea.
[3] Zhijun wu, kailiang lu, huiqingqiu, “finite element
comparative analysis of two doorframe structures in
container crane” college of mechanic engineering,tongji
university, shanghai, 201804, p.r.c
[4] Jeevan, dr. amar nageswara rao, “modelingandanalysis
of robot arm using ansys”ijsetr issn 2319-8885
vol.04,issue.33, august-2015, pages:6692-6697

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Design and Analysis of the Robot Pedestal

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 33 DESIGN AND ANALYSIS OF THE ROBOT PEDESTAL Mr. Ankit.J.Gitay 1, Mr.Pramod.S.Sarode 2, Mr. Akshay. T. Misal 3, Mr. Mayur.J.Gitay4 ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Todays automation scenario robot is very essential part. There is many standard robot manufacturers which manufacturedthestandardsizesoftherobot. According to industrial application to achieve desired position of the work robot required its customized height of the robot arm.to achieve desired height robot requires its own pedestal.so initially we design the cross section beam for the robot pedestal with considering different parameters of the loads and developing the CAD model for the according to the requirement. For modeling and analysis we use the ANSYS 15.0 software. We apply boundary condition on that model and doing FEA of that pedestal according to analysisresultwe change the body structure. We find the total deformation and equivalent stress to safe that model. 1.INTRODUCTION Robot is automatically operated reprogrammable machine which used to reduce the problem human labor. Robots can do industrial work with great accuracy andcontinually.Now days for mass production in industries we are using robots, which produce very precious part with great speed. According to the height of robot required we design the pedestal for that. We are analyzing the which type of failure occurs in the pedestal structure, at which load and moment,. After that firstly we make CAD model of robotpedestal using FEA software i.e. ANSYS 15.0.Applying boundary conditions such like forces on robot pedestal and moments applies on the robot pedestal. After model analysis we will find, von- misses stresses and total deformation of robot pedestal. After result analysis of stress, deformation and mode shape we will decide where the pedestal is safe for given loads as well as moments. We are designing robot pedestal such a way that pedestal having increasablestressandloadbearing capacity. Fig 1 shows that the typical robot pedestal used in the industry Fig1: Robot Pedestal 2. LITERATURE REVIEW [1]Xiaoping Liao et al (2010)In this article, the analysis software ANSYS release 10.0 have been used in the modal analysis of the base of welding robot, and the natural frequencies and mode shapes of the first ten orders have been computed quickly and directly. [2]Gwang-Jo Chung et al (2010) they obtained the maximum reaction force foreach joint that could be used for static rigidity analysis. Next, through the modeanalysis, they estimated the natural frequency for the overall assembled structure and compared it with the experimental result to identify the accuracy and the reliability of the FEM models. [3]Zhijun Wu et al(2011) In this paper, they build two according 3D finiteelement models of the containercraneby ANSYS respectively based on two common doorframe structures of compound type and single brace type. Andthen stress, deformation, mode shapes are analyzed and compared. [4]Jeevan et al(2015)studies the modeling and analysis of robot arm using ansys . The mechanical design, structural analysis, and results verification of a new high performance semi-direct drive robot arm. A design optimization methodology employing finite element analysis (FEA) is reviewed, and a resulting arm design is reported. 3. MODAL ANALYSIS OF THE ROBOT PEDESTAL 3.1 modeling and meshing In the majority most of the cases of the design consideration structural steel is used as a material. Hollow rectangular tubes of structural steel are used forthepedestal the supportive members are also hollow tubes at the center of pedestal. At bottom end four plates are attached to the column as per shown in the fig2. For mounting on the foundation robot pedestal bolts are used. The pipes are attached to each other by the welding process. Material properties are shown following table. Table 1 Material properties of pedestal Material Structural steel Modulus of elasticity 190 GPA Yield strength 355Mpa Tensile strength 470Mpa Density 7850kg/m3
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 34 The pedestal for the Welding robot is modeled in ANSYS15.0 package of modeling and meshing as shown in Fig.2 . In this meshing we use the 20 mm size to model the pedestal for each part of robot pedestal and the material property of the pedestal has been defined in the main menu of ANSYS15.0, which is made of structural steel with a modulus of elastic of “190Gpa” and density of “7850kg/m3”. After the meshing we get the 150570 nodes and 27892 elements and were generated at element size 20 mm. Fig.2Model of pedestal Fig.3 Meshing 3.2 Boundary condition After completing the model of the pedestal in the workbench of the ANSYS we are going to meshing the model by using the Hex dominant and sweep method for the meshing. Boundarycondition are appliedonthe pedestalare vertical force Fy=1362N and Horizontal force Fz= -1297N. Also Tilting moments are Mx=1152Nmm and Mz=880Nmm and fix supports are provided at bottom circular surfaces of bolts below the surface plate andWithadditionoffrictionless support to the plates contact with that bolts. 3.3 Viewing the results After applying the forces analysis is done and we get the following total deformationand Equivalent stressfigure.The maximum stress is 146 N/mm2 which is below the allowable stress and total deformation is 1.75 mm which is also safe level by using the L/1000 mm criteria. Fig 4 equivalent stress fig 5 total deformation After model analysis we find of six modes of natural frequency the figures of natural frequency with six modes as per given below. In table shows below natural frequency at each mode shape. Table 2 Natural Frequency Of Pedestal Sr no Frequency 1 7.2793 2 10.741 3 19.053 4 29.172 5 85.355 6 130.43 (a) (b) (c) (d)
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 35 (e) (f) Fig.6 (a) 1st mode shape (b) 2nd mode shape (c) 3rd mode shape (d) 4th mode shape (d) 3rd mode shape (f) 4th mode shape 4. CONCLUSIONS The finite element approach presented in this paper was implemented by the pack-age ANSYS 15.0. we obtained the equivalent stress and total deformation for pedestal also we found the the natural frequencies and the corresponding mode shapes of the first six orders of the base obtained by modal analysis obtained after applying boundary condition by the finite element model, and the conclusion are as follows: Natural frequency of the pedestal is minimum at first mode and maximum at sixth mode it increases from 7 Hz to 130 Hz. REFERENCES [1] Xiaoping liaol, changliang gong, yizhong lin, weidong wang, “the finite element modal analysis of the base of welding robot” college of mechanical & engineering, guangxi university, nanning, guangxi, 530004, china [2] Gwang-jo chung, doo-hyung kim,“structural analysis of 600kgf heavy duty handling robot”2010 principal research engineer in robotics lab. korea institute of machinery & materials daejon, korea. [3] Zhijun wu, kailiang lu, huiqingqiu, “finite element comparative analysis of two doorframe structures in container crane” college of mechanic engineering,tongji university, shanghai, 201804, p.r.c [4] Jeevan, dr. amar nageswara rao, “modelingandanalysis of robot arm using ansys”ijsetr issn 2319-8885 vol.04,issue.33, august-2015, pages:6692-6697