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Evaluation of Operational Loading of the Light-Rail Transit (LRT) in Capital Region, Indonesia

Djoko Wahyu Karmiadji , Muchamad Gozali , Anwar Anwar , Hedi Purnomo , Muji Setiyo , Ramli Junid

Published
September 30, 2020

Vol. 3 No. 3 (2020)
Pages 104-114

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Abstract

In 2015, the Indonesian government issued regulations to accelerate the implementation of integrated Light-Rail Transit (LRT) in the capital region and its surroundings. In order to ensure its operational safety, experimental work is required to test components’ strength of the manufactured LRT structures. Following the JIS 7105 standard test method, the strain and deflection of the structures were measured by vertical load, compression, rotation, and three-point load support test. The critical area estimated in the railroad structure were conducted according to the finite element method, in which strain gauges are installed in areas where the stress concentration exceeds nominal pressure, namely notches, bends, and junction areas. The result shows that the maximum stress on the LRT train structure occurs at the door, where maximum compressive strain value is -1082 μe » -75.74 MPa on the left and the maximum tensile strain value is 597 μe » 41.79 MPa at the right door. The results of fatigue load analysis represent the average stress (σm) and voltage amplitude (σa) at the coordinate system located in the Søderberg triangle. Meanwhile, the camber value with the full vertical load still has a positive value of 3.03 mm, which indicates a safe limit.

Keywords

LRT; Al 6005; JIS 7105; Strain; Stress

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Publication Information
Published September 30, 2020
Section Articles
Copyright Copyright (c) 2020 Djoko Wahyu Karmiadji, Muchamad Gozali, Anwar Anwar, Hedi Purnomo, Muji Setiyo, Ramli Junid
Keywords
  • LRT
  • Al 6005
  • JIS 7105
  • Strain
  • Stress

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