FINITE ELEMENT ANALYSIS OF BOLT CONNECTIONS IN COOLING TOWER STRUCTURES USING ANSYS

  • Rachmat Subagyo Universitas Lambung Mangkurat http://orcid.org/0000-0001-6129-7395
  • Riyki Apriandi Politeknik Batulicin
  • Rakyan Permadi PLTU Asam-Asam
  • Yanuar Iswahyudi PLTU Asam-Asam
  • Renal Fajri Politeknik Sinar Mas Berau Coal
Keywords: Cooling tower, Bolt, Numerical simulation, Stress distribution, Structural failure

Abstract

The cooling tower is a crucial component in industrial cooling systems, serving to dissipate heat from the working fluid. One of the main structural elements in a cooling tower is the bolt, which connects various components and plays a role in bearing mechanical loads. This study aims to perform numerical modeling and simulation of bolts within the cooling tower structure to understand the stress and deformation distribution under operational loads. The simulation was conducted using the finite element method based on ANSYS software, applying a pretension force of 200 Nm and a thermal load of 40 °C. The results show a maximum stress of 0.327 MPa at the contact area between the bolt head and the connecting plate, with a total deformation of 5.08×10⁻⁵ mm. The observed stress concentration indicates a potential risk of fatigue failure at the joint. This study provides valuable insights into the optimization of bolt design and material selection to enhance the cooling tower's resistance to operational loads.

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Author Biography

Rachmat Subagyo, Universitas Lambung Mangkurat

Dr. Rachmat Subagyo, ST., MT.

Google Scholar : Rachmat Subagyo
Scopus ID: 57194384823
SINTA ID: 6709923

Mechanical Engineering Department, Faculty of Engineering, Universitas Lambung Mangkurat
Jl. A. Yani Km 35,5. Banjarbaru. Kalimantan Selatan. Kode Pos 70714. Telp/Fax (0511) 33723211

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Published
2025-10-14
How to Cite
[1]
R. Subagyo, R. Apriandi, R. Permadi, Y. Iswahyudi, and R. Fajri, “FINITE ELEMENT ANALYSIS OF BOLT CONNECTIONS IN COOLING TOWER STRUCTURES USING ANSYS”, SJMEkinematika, vol. 10, no. 2, pp. 277-289, Oct. 2025.