High-cycle Fatigue in Concrete Through the Theory of Critical Distances: From Perspective of Water-cement Ratio
Auteur(s): |
Mohamad Shazwan Ahmad Shah
Sarehati Umar Chee-Loong Chin Sayyid Zainal Abidin Syed Ahmad Nurul Noraziemah Mohd Pauzi |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Malaysian Journal of Civil Engineering, novembre 2021, n. 3, v. 33 |
DOI: | 10.11113/mjce.v33.17609 |
Abstrait: |
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. |
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sur cette fiche - Reference-ID
10747205 - Publié(e) le:
07.12.2023 - Modifié(e) le:
07.12.2023