Stress-Strain State Of Fibre Bundles In Glass-Fibre-Reinforced Concrete Structural Elements

The stress-strain diagrams of glass-fibre bundles working in tension are analysed. The results for glass fibres in normal conditions and for glass fibres soaked in a saturated Ca(OH)2 solution (to mimic a concrete or cement binder medium) are compared.

Author
E N Rabinovich & L L Lemysh
Origin
Tsniipromzdanii Research Inst, Russia
Journal Title
Glass & Ceramics 53 11-12 373-376
Sector
Glass Fibre
Class
GF 213

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Stress-Strain State Of Fibre Bundles In Glass-Fibre-Reinforced Concrete Structural Elements
Glass & Ceramics 53 11-12 373-376
GF 213
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