Effect of self healing and continuous hydration on the mechanical properties of cyclically loaded early age concrete

A case study of early age cyclic loading on a concrete bridge deck

Master Thesis (2021)
Author(s)

M.V. Shah (TU Delft - Civil Engineering & Geosciences)

Contributor(s)

G. Ye – Mentor (TU Delft - Materials and Environment)

Yuguang Yang – Mentor (TU Delft - Concrete Structures)

H. Dong – Mentor (TU Delft - Materials and Environment)

Matthijs Somhorst – Mentor (Nobleo Bouw & Infra)

Faculty
Civil Engineering & Geosciences
Copyright
© 2021 Manank Vipulkumar Shah
More Info
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Publication Year
2021
Language
English
Copyright
© 2021 Manank Vipulkumar Shah
Graduation Date
23-12-2021
Awarding Institution
Delft University of Technology
Programme
['Civil Engineering | Structural Engineering | Concrete Structures']
Faculty
Civil Engineering & Geosciences
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Abstract

In this research work, the possibility of self healing of surface micro-cracks under the fog curing conditions has been studied for early age concrete. Coda Wave Interferometry (CWI) technique has been implemented to detect the micro cracks in concrete caused due to the cyclic loading. 30 load cycles has been for varying load levels and it's effect on the mechanical properties has been analyzed for early age concrete.

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