CONSTANT AMPLITUDE SPECTRUM OF THREE COACHES TRAIN AND CYCLIC COUNTING ON PRESTRESSED CONCRETE SLEEPERS (PCS)

Authors

  • Mohd Ikmal Fazlan R. Faculty of Civil Engineering, Universiti Teknologi MARA, Pulau Pinang, Malaysia
  • Sharul Nizam I. Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia
  • Afidah A.B. Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia
  • Siti Hawa H. Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia

DOI:

https://doi.org/10.11113/jt.v76.5873

Keywords:

Prestressed Concrete Sleeper (PCS), constant amplitude, rainflow counting method

Abstract

The raw strain data collected from Keretapi Tanah Melayu Berhad (KTMB) railway are in variable amplitude. This paper discovers how the variable amplitude data can be changed to the constant amplitude data. It is found that the raw strain data is not suitable for fatigue and strength testing on Prestressed Concrete Sleepers (PCS). Apart from that, the most suitable method in determining the numbers of cycles is Rainflow Cycle Counting Method. Through rainflow cycle counting method, the number of cycles is determined. The numbers of cycles are used to simplify the laboratory test such as fatigue and strength test for the PCS. The frequencies of dynamic loading test on the PCS are set based the numbers of cycles. The constant strain data are also converted into constant loading data using the relationship of stress-strain and loading-stress. Constant amplitude loading will again simplify the laboratory testing. The goal is to show that the designs used in PCS are appropriate based on current loading demand. Then, a comparison of constant amplitude data is made between different numbers of coaches and freight train. The maximum data from the comparison shows that the higher loadings are obtained from freight train.

References

Kaewunruen, S. and Remennikov, A. M. 2008. Impact Damage Classification Of Railway Prestressed Concrete Sleepers. The Core of Integrated Transport. 97.

Kumaran, G., Menon, D. and Krishnan N. K. 2003. Dynamic Studies Of Railtrack Sleepers In A Track Structure System.

Remennikov, A. and Kaewunruen, S. 2007. Experimental Determination Of Energy Absorption Capacity For Prestressed Concrete Sleepers Under Impact Loads. Faculty of Engineering-Paper. 373.

Amzallag, C., Gerey, J. P., Robert, J. L. and Bahuaud, J. 1994. Standardization Of The Rainflow Counting Method For Fatigue Analysis. International Journal of Fatigue. 16: 287-29.

Ariduru, S. 2004. Fatigue Life Calculation By Rainflow Cycle Counting Method. MSME thesis, Middle East Technical University, Ankara, Turkey.

Sharul, N. I., Dozier, E., Afidah, A., Siti Hawa, H. and Mohd Ikmal Fazlan, R. 2014. Loading Capacity of Prestressed Concrete Sleeper Under Harmonic Function. Applied Mechanics and Materials. 118-122.

Irvine, T. 2011. Rainflow Cycle Counting In Fatigue Analysis.

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Published

2015-10-17

Issue

Section

Science and Engineering

How to Cite

CONSTANT AMPLITUDE SPECTRUM OF THREE COACHES TRAIN AND CYCLIC COUNTING ON PRESTRESSED CONCRETE SLEEPERS (PCS). (2015). Jurnal Teknologi, 76(11). https://doi.org/10.11113/jt.v76.5873