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High-cycle Fatigue in Concrete Through the Theory of Critical Distances: From Perspective of Water-cement Ratio

Author(s): ORCID




Medium: journal article
Language(s): English
Published in: Malaysian Journal of Civil Engineering, , n. 3, v. 33
DOI: 10.11113/mjce.v33.17609
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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.11113/mjce.v33.17609.
  • About this
    data sheet
  • Reference-ID
    10747205
  • Published on:
    07/12/2023
  • Last updated on:
    07/12/2023
 
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