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International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 5 Issue 5, July-August 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2384
Review Paper Study on Steel Transmission Tower
Aditya Shrivastava1
, Prof. Afzal Khan2
1
M Tech Scholar, 2
Professor,
1,2
Department of Civil Engineering, Millennium Institute of Technology & Science, Bhopal, Madhya Pradesh, India
How to cite this paper: Aditya Shrivastava | Prof.
Afzal Khan "Review Paper Study on Steel
Transmission Tower" Published in International
Journal of Trend in Scientific Research and
Development (ijtsrd), ISSN: 2456-6470, Volume-
5 | Issue-5, August 2021, pp.2384-2387, URL:
www.ijtsrd.com/papers/ijtsrd46389.pdf
Copyright © 2021 by author (s) and
International Journal of Trend in Scientific
Research and Development Journal. This is
an Open Access article
distributed under the
terms of the Creative
Commons Attribution License (CC BY 4.0)
(http://creativecommons.org/licenses/by/4.0)
INTRODUCTION
India has a large population residing all over the
country and the electricity supply need of this
population creates requirement of large transmission
and dispersion framework. Likewise, the demeanor of
the essential assets for electrical force age viz., coal,
hydro potential is very lopsided, consequently again
adding to the transmission prerequisites. Transmission
line is a coordinated framework comprising of
transmitter subsystem, ground wire subsystem and one
subsystem for every class of help structure.
Mechanical help of transmission line addresses a huge
segment of the expense of the line and they assume a
significant part in the solid force transmission. They
are planned and developed in wide assortment of
shapes, types, sizes, setup and materials. The
supporting construction types utilized in transmission
line by and large can be categorized as one of the
three classes: cross section, shaft and guyed.
IJTSRD46389
International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470
@ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2385
Transmission Tower Design
DURING DESIGN OF TRANSMISSION
TOWER
The base ground leeway of the most reduced
conductor point over the ground level.
The length of the encasing string.
The least leeway to be kept up with among
conductors and among conductor and pinnacle.
The area of a ground wire concerning peripheral
transmitters.
The midspan freedom needed from
contemplations of the unique conduct of the
conductor and lightning insurance of the electrical
cable.
To decide the genuine transmission tower tallness by
thinking about the above focuses, we have partitioned
the complete stature of the pinnacle into four sections:
1. Minimum passable ground freedom (H1)
2. Maximum droop of the overhead conductor (H2)
International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470
@ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2386
3. Vertical dispersing between the top and base
conductors (H3)
4. Vertical freedom between the ground wire and
top conveyor (H4)
The higher the voltage of the transmission line, the
higher the ground freedom and verticle separating
will in general be. for example high voltage pinnacles
will have a higher reasonable ground freedom and
bigger verticle separating between the top and base
conductors.
Literature Survey
General
In the recent past tremendous work has been done on
transmission towers. It can be noted that some of the
research work added a lot of contribution to this
subject and acted as a strong reference for the adopted
methodology and concluding results.
P. Rajasekhar (2020) Plan of transmission towers
is offered in a viewpoint of facing high voltage
sending conductors and covers to remain needing
height starting from the earliest stage. For a
similar reason a transmission tower is reproduced
with comparable setting of tallness 49m and
bringing a 220KV twofold circuit conductor,
moved with STAAD Professional. The
examinations from both underlying and electrical
fields are seen in planning transmission line
towers, for protected and financial angles. As per
IS 800-2007, the breeze powers are a lot of
conspicuous on the pinnacle, conductors and
covers, other than oneself weight. This work is
engaged in enhancing the transmission tower with
utilizing the 'X' and 'K' bracings, and by
fluctuating the areas, analyzed utilizing Static
investigation. The aftereffects of utilizing 'X'
propping to 'K' supporting are the appraisable
decrease in the heaviness of the design by 6% and
having the removal esteems enhanced.
Sumit Pahwa (2020) Transmission line structures
are habitually made out of metal grid structures,
because of their simplicity of get together and due
to their mellow weight, which winds up in
colossally little establishments. Transmission line
towers, however planned in sync with code
arrangements, may likewise come up short
throughout compulsory evaluating needed in
numerous countries. The current Examination
cooperates with the examination of static and
dynamic investigation of Electric pinnacle
structure. Different writing investigates study to
examine research work performed on electric
pinnacle structure by utilizing FEM examination.
Jahan Siddiqui ( 2020) The transmission tower has
a tallness of 43m. Writing study uncovered that
relative investigation of various kinds of Pinnacle.
Thin based steel cross section transmission tower
structure assumes an essential part in its
presentation particularly while considering
capricious stacking conditions for high elevation
when contrasted with other typical pinnacle. Thin
based steel grid transmission tower considered in
this paper can securely withstand the plan wind
load and really load following up on pinnacle. As
the point of this examination is to look at these
two kinds of bracket framework utilized in
transmission tower. It is resolved that A kind
bracket framework is generally reasonable, steady
and resistible while EntrywayFramework Support
Pinnacle is second best Single web Framework
Bracket Pinnacle is noticed.
Falguni Patel et. al. (2019) Performed evaluation
investigate Clasping Examination of Cross section
Transmission Pinnacle. Various kinds of untimely
disappointments that were resolved sooner or later
of full-scale giving a shot of transmission line
towers at Pinnacle Testing and Exploration
Station, Primary Designing Exploration Place,
Chennai (CSIR-SERC) are examined, and the
outcomes are referenced in detail. Because of the
unpredictable burden conditions and the nonlinear
exchange a portion of the enormous amount of
primary added substances, right underlying
examination of the LTT frameworks has been a
difficult topic for a long time. Still these days
there are a couple of holes among studies and
business practice. This investigation gives a
summary of studies results from current writing.
Hadimani et. al. (2019) Performed static and
dynamic assessment of transmission line tower (X
type of propping machine). The investigation and
displaying of pinnacle is executed the utilization
of FE based absolutely ANSYS programming
program. The model is made in CATIA and
afterward imported to ANSYS workbench. The
majority performing on the pinnacle mulled over
are futile burden, live burden and dynamic
hundreds (Seismic and wind). The current
pinnacle has stature of 40m, which incorporates
ground leeway, most extreme hang of the
conductor, vertical dividing among conductor
string. Static and dynamic assessment is done in
detail the utilization of FE based absolutely
ANSYS programming. Static, modular, response
range and wind examination is accomplished. The
greatest disfigurement, consolidated burdens,
home grown frequencies and direct strain are
procured and plotted graphically.
International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470
@ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2387
OBJECTIVES
To compare Different Type of Pylon for its
structural stability.
CONCLUSION
The Geometry parameters of the tower can efficiently
be treated as design Variables and considerable. It can
be substituted between the transmission line of wide
based tower where narrow width is required for
certain specified distance. also restricted area (due to
non-availability of land), more supply of electric
energy with available resources and for continuous
supply without any interruption in the transmission
line, will demand the use of high altitude narrow
based steel lattice transmission tower
REFERENCES
[1] Abdou MI and Fadl AM. Assessment of nano-
FeTiO3/ non crystalline silica cold galvanizing
composite coating as a duplex corrosion guard
system for steel electricity transmission towers
in severe aggressive media. Construct Build
Mater 2019; 223: 705–723.
[2] Alshurafa S, Alhayek H and Polyzois D. Static
character- istics of multicells jointed FRP tower
with mass on its top. Mech Adv Mater Struct
2019; 1–8.
[3] Bhowmik C and Chakraborti P. Stability
analysis of elec- tric transmission line tower
made with composite mate- rial carbon fiber
epoxy – an innovative approach. Rev Compos
Mater Avances 2019; 29: 9–13.
[4] Bhowmik C and Chakraborti P. Study of
strength and stability of a composite
transmission tower. Proc Inst Civil Engineers
Eng Comput Mech 2020; 173: 30–36.
[5] Bhowmik C, Chakraborti P and Das SS.
Dynamic anal- ysis of typical composite
electric power transmission tower structure by
ANSYS. Int J Comput Intell IoT 2018; 1-6.
[6] S. Christian Johnson 1 G.S. Thirugnanam
(2010). “Experimental study on corrosion of
transmission line tower foundation and its
rehabilitation” International Journal of Civil
and Structural Engineering ISSN 0976 – 4399
Volume 1, No 1, 2010
[7] Supian M, et al. Durability control of moisture
degradation in GFRP cross arm transmission
line towers. AIP Conf Proc 2018; 2031:
020027.
[8] V. Lakshmi, A. RajagopalaRao “ Effect Of
Medium Wind Intensity On 21M 132Kv
Transmission Tower” ISSN: 2250–3676
Volume-2, Issue-4, pp. 820 – 824
[9] Venkatasubramanian SH. Determination of the
initiating mode for transmission line galloping.
PhD Dissertation, Kansas State University,
USA, 1992.
[10] Xiaofeng L. The study on modal analysis
theory and measurement method for
transmission towers. In: Second international
conference on mechanic automation and control
engineering, Hohhot, China, 2011, pp.1827–
1831. IEEE.
[11] Y. M. Ghugal, U. S. Salunkhe “Analysis and
Design of Three and Four Legged 400KV Steel
Transmission Line Towers: Comparative
Study” International Journal of Earth Sciences
and Engineering691 ISSN 0974-5904, Volume
04, No 06 SPL, October 2011, pp. 691-694
[12] Yoganantham.C and Helen Santhi.M,
“Dynamic Analysis of Transmission Towers”,
International Journal of Advanced Information
Science and Technology, Vol.2, No.12,
December 2013.

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Review Paper Study on Steel Transmission Tower

  • 1. International Journal of Trend in Scientific Research and Development (IJTSRD) Volume 5 Issue 5, July-August 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 @ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2384 Review Paper Study on Steel Transmission Tower Aditya Shrivastava1 , Prof. Afzal Khan2 1 M Tech Scholar, 2 Professor, 1,2 Department of Civil Engineering, Millennium Institute of Technology & Science, Bhopal, Madhya Pradesh, India How to cite this paper: Aditya Shrivastava | Prof. Afzal Khan "Review Paper Study on Steel Transmission Tower" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume- 5 | Issue-5, August 2021, pp.2384-2387, URL: www.ijtsrd.com/papers/ijtsrd46389.pdf Copyright © 2021 by author (s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0) INTRODUCTION India has a large population residing all over the country and the electricity supply need of this population creates requirement of large transmission and dispersion framework. Likewise, the demeanor of the essential assets for electrical force age viz., coal, hydro potential is very lopsided, consequently again adding to the transmission prerequisites. Transmission line is a coordinated framework comprising of transmitter subsystem, ground wire subsystem and one subsystem for every class of help structure. Mechanical help of transmission line addresses a huge segment of the expense of the line and they assume a significant part in the solid force transmission. They are planned and developed in wide assortment of shapes, types, sizes, setup and materials. The supporting construction types utilized in transmission line by and large can be categorized as one of the three classes: cross section, shaft and guyed. IJTSRD46389
  • 2. International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2385 Transmission Tower Design DURING DESIGN OF TRANSMISSION TOWER The base ground leeway of the most reduced conductor point over the ground level. The length of the encasing string. The least leeway to be kept up with among conductors and among conductor and pinnacle. The area of a ground wire concerning peripheral transmitters. The midspan freedom needed from contemplations of the unique conduct of the conductor and lightning insurance of the electrical cable. To decide the genuine transmission tower tallness by thinking about the above focuses, we have partitioned the complete stature of the pinnacle into four sections: 1. Minimum passable ground freedom (H1) 2. Maximum droop of the overhead conductor (H2)
  • 3. International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2386 3. Vertical dispersing between the top and base conductors (H3) 4. Vertical freedom between the ground wire and top conveyor (H4) The higher the voltage of the transmission line, the higher the ground freedom and verticle separating will in general be. for example high voltage pinnacles will have a higher reasonable ground freedom and bigger verticle separating between the top and base conductors. Literature Survey General In the recent past tremendous work has been done on transmission towers. It can be noted that some of the research work added a lot of contribution to this subject and acted as a strong reference for the adopted methodology and concluding results. P. Rajasekhar (2020) Plan of transmission towers is offered in a viewpoint of facing high voltage sending conductors and covers to remain needing height starting from the earliest stage. For a similar reason a transmission tower is reproduced with comparable setting of tallness 49m and bringing a 220KV twofold circuit conductor, moved with STAAD Professional. The examinations from both underlying and electrical fields are seen in planning transmission line towers, for protected and financial angles. As per IS 800-2007, the breeze powers are a lot of conspicuous on the pinnacle, conductors and covers, other than oneself weight. This work is engaged in enhancing the transmission tower with utilizing the 'X' and 'K' bracings, and by fluctuating the areas, analyzed utilizing Static investigation. The aftereffects of utilizing 'X' propping to 'K' supporting are the appraisable decrease in the heaviness of the design by 6% and having the removal esteems enhanced. Sumit Pahwa (2020) Transmission line structures are habitually made out of metal grid structures, because of their simplicity of get together and due to their mellow weight, which winds up in colossally little establishments. Transmission line towers, however planned in sync with code arrangements, may likewise come up short throughout compulsory evaluating needed in numerous countries. The current Examination cooperates with the examination of static and dynamic investigation of Electric pinnacle structure. Different writing investigates study to examine research work performed on electric pinnacle structure by utilizing FEM examination. Jahan Siddiqui ( 2020) The transmission tower has a tallness of 43m. Writing study uncovered that relative investigation of various kinds of Pinnacle. Thin based steel cross section transmission tower structure assumes an essential part in its presentation particularly while considering capricious stacking conditions for high elevation when contrasted with other typical pinnacle. Thin based steel grid transmission tower considered in this paper can securely withstand the plan wind load and really load following up on pinnacle. As the point of this examination is to look at these two kinds of bracket framework utilized in transmission tower. It is resolved that A kind bracket framework is generally reasonable, steady and resistible while EntrywayFramework Support Pinnacle is second best Single web Framework Bracket Pinnacle is noticed. Falguni Patel et. al. (2019) Performed evaluation investigate Clasping Examination of Cross section Transmission Pinnacle. Various kinds of untimely disappointments that were resolved sooner or later of full-scale giving a shot of transmission line towers at Pinnacle Testing and Exploration Station, Primary Designing Exploration Place, Chennai (CSIR-SERC) are examined, and the outcomes are referenced in detail. Because of the unpredictable burden conditions and the nonlinear exchange a portion of the enormous amount of primary added substances, right underlying examination of the LTT frameworks has been a difficult topic for a long time. Still these days there are a couple of holes among studies and business practice. This investigation gives a summary of studies results from current writing. Hadimani et. al. (2019) Performed static and dynamic assessment of transmission line tower (X type of propping machine). The investigation and displaying of pinnacle is executed the utilization of FE based absolutely ANSYS programming program. The model is made in CATIA and afterward imported to ANSYS workbench. The majority performing on the pinnacle mulled over are futile burden, live burden and dynamic hundreds (Seismic and wind). The current pinnacle has stature of 40m, which incorporates ground leeway, most extreme hang of the conductor, vertical dividing among conductor string. Static and dynamic assessment is done in detail the utilization of FE based absolutely ANSYS programming. Static, modular, response range and wind examination is accomplished. The greatest disfigurement, consolidated burdens, home grown frequencies and direct strain are procured and plotted graphically.
  • 4. International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46389 | Volume – 5 | Issue – 5 | Jul-Aug 2021 Page 2387 OBJECTIVES To compare Different Type of Pylon for its structural stability. CONCLUSION The Geometry parameters of the tower can efficiently be treated as design Variables and considerable. It can be substituted between the transmission line of wide based tower where narrow width is required for certain specified distance. also restricted area (due to non-availability of land), more supply of electric energy with available resources and for continuous supply without any interruption in the transmission line, will demand the use of high altitude narrow based steel lattice transmission tower REFERENCES [1] Abdou MI and Fadl AM. Assessment of nano- FeTiO3/ non crystalline silica cold galvanizing composite coating as a duplex corrosion guard system for steel electricity transmission towers in severe aggressive media. Construct Build Mater 2019; 223: 705–723. [2] Alshurafa S, Alhayek H and Polyzois D. Static character- istics of multicells jointed FRP tower with mass on its top. Mech Adv Mater Struct 2019; 1–8. [3] Bhowmik C and Chakraborti P. Stability analysis of elec- tric transmission line tower made with composite mate- rial carbon fiber epoxy – an innovative approach. Rev Compos Mater Avances 2019; 29: 9–13. [4] Bhowmik C and Chakraborti P. Study of strength and stability of a composite transmission tower. Proc Inst Civil Engineers Eng Comput Mech 2020; 173: 30–36. [5] Bhowmik C, Chakraborti P and Das SS. Dynamic anal- ysis of typical composite electric power transmission tower structure by ANSYS. Int J Comput Intell IoT 2018; 1-6. [6] S. Christian Johnson 1 G.S. Thirugnanam (2010). “Experimental study on corrosion of transmission line tower foundation and its rehabilitation” International Journal of Civil and Structural Engineering ISSN 0976 – 4399 Volume 1, No 1, 2010 [7] Supian M, et al. Durability control of moisture degradation in GFRP cross arm transmission line towers. AIP Conf Proc 2018; 2031: 020027. [8] V. Lakshmi, A. RajagopalaRao “ Effect Of Medium Wind Intensity On 21M 132Kv Transmission Tower” ISSN: 2250–3676 Volume-2, Issue-4, pp. 820 – 824 [9] Venkatasubramanian SH. Determination of the initiating mode for transmission line galloping. PhD Dissertation, Kansas State University, USA, 1992. [10] Xiaofeng L. The study on modal analysis theory and measurement method for transmission towers. In: Second international conference on mechanic automation and control engineering, Hohhot, China, 2011, pp.1827– 1831. IEEE. [11] Y. M. Ghugal, U. S. Salunkhe “Analysis and Design of Three and Four Legged 400KV Steel Transmission Line Towers: Comparative Study” International Journal of Earth Sciences and Engineering691 ISSN 0974-5904, Volume 04, No 06 SPL, October 2011, pp. 691-694 [12] Yoganantham.C and Helen Santhi.M, “Dynamic Analysis of Transmission Towers”, International Journal of Advanced Information Science and Technology, Vol.2, No.12, December 2013.