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Microstructural characteristics of HPC under different thermo-mechanical and thermo-hydraulic conditions
The microstructural characteristics of high performance concrete (HPC) samples were analysed using scanning electronic microscopy (SEM) and X-ray diffraction (XRD) following thermo-hydraulic and thermo-mechanical testing. The relationship between engineering behaviour (transport and mechanical prope...
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Published in: | Materials and structures 1999-12, Vol.32 (10), p.727-733 |
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Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | The microstructural characteristics of high performance concrete (HPC) samples were analysed using scanning electronic microscopy (SEM) and X-ray diffraction (XRD) following thermo-hydraulic and thermo-mechanical testing. The relationship between engineering behaviour (transport and mechanical properties) and microstructure for HPC was then analysed. The failure mechanism of HPC under thermo-mechanical conditions was also discussed. Lower porosity, a higher content of calcium silicate hydrate (C−S−H) and a lower content of the crystalline-phase calcium hydroxide (CH) in both the cement paste and transition zone all exerted a positive influence on the transport and mechanical properties of HPC. By increasing temperature to 200°C, the evaporation of water led to an increase in capillary porosity as well as to a reduction in the cohesive forces between C−S−H layers, which cause degradation of the concrete’s transport and mechanical properties. Microcracking under thermo-mechanical conditions proved to be the main failure mechanism of HPC. |
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ISSN: | 1359-5997 1871-6873 |
DOI: | 10.1007/BF02905069 |