The stress-strain diagrams of glass-fibre bundles working in tension are analyzed. 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.
Origin
Unknown
Journal Title
Glass & Ceramics 53 11-12 1996 373-376
Sector
Glass Fibre
Class
GF 200