HIGH-CYCLE FATIGUE IN CONCRETE THROUGH THE THEORY OF CRITICAL DISTANCES: FROM PERSPECTIVE OF WATER-CEMENT RATIO

Authors

  • Mohamad Shazwan Ahmad Shah School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia https://orcid.org/0000-0001-8070-4769
  • Sarehati Umar School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Chee-Loong Chin School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Sayyid Zainal Abidin Syed Ahmad Faculty of Ocean Engineering Technology and Informatics, Universiti Malaysia Terengganu, 21030 Kuala Nerus, Malaysia
  • Nurul Noraziemah Mohd Pauzi Faculty of Engineering and Science, Curtin University 98009 Miri, Sarawak, Malaysia

DOI:

https://doi.org/10.11113/mjce.v33.17609

Keywords:

concrete, fatigue and fracture mechanics, high-cycle fatigue, water-cement ratio

Abstract

Water-cement ratio plays a unique role in concrete structures.  The uniqueness of evaluating concrete from the perspective of the water-cement ratio will be more obvious if the structure is being assessed down into its microscale level. It is important to realise that most dynamic concrete structures are hydro-related structures, and those structures need to be designed as detail as possible. Thus, the design of dynamic concrete structures has to incorporate accurate fatigue formulation and precise water-cement ratio variation effect. Currently, one of the most simplified yet accurate formulations proposed to run fatigue cases throughout a wide spectrum of scope is the Theory of Critical Distances (TCD). Therefore, the article reviews and discusses the precision of TCD towards the water-cement ratio perspective.

Author Biographies

  • Mohamad Shazwan Ahmad Shah, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

    Senior Lecturer in School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor, Malaysia.

  • Sarehati Umar, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

    Senior Lecturer in Department of Structure and Materials, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor, Malaysia.

  • Chee-Loong Chin, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

    Senior Lecturer in Department of Structure and Materials, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor, Malaysia.

  • Sayyid Zainal Abidin Syed Ahmad, Faculty of Ocean Engineering Technology and Informatics, Universiti Malaysia Terengganu, 21030 Kuala Nerus, Malaysia

    Lecturer in Faculty of Ocean Engineering Technology and Informatics, Universiti Malaysia Terengganu, MALAYSIA

  • Nurul Noraziemah Mohd Pauzi, Faculty of Engineering and Science, Curtin University 98009 Miri, Sarawak, Malaysia

    Lecturer in Faculty of Engineering and Science, Curtin University Sarawak, Malaysia.

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Published

2021-11-29

Issue

Vol. 33 No. 3: December 2021

Section

Articles

How to Cite

HIGH-CYCLE FATIGUE IN CONCRETE THROUGH THE THEORY OF CRITICAL DISTANCES: FROM PERSPECTIVE OF WATER-CEMENT RATIO. (2021). Malaysian Journal of Civil Engineering, 33(3). https://doi.org/10.11113/mjce.v33.17609