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Brittle matrices reinforced with polyalkene films of varying elastic moduli
Authors:D C Hughes  D J Hannant
Affiliation:(1) Construction Materials Research Group, Department of Civil Engineering, University of Surrey, Guildford, UK
Abstract:The inclusion of polyalkene films of different moduli in a cement-based matrix has shown the benefits to be gained, in terms of increased stress at a given strain, from the use of films of high elastic modulus. Further, the concept of load-bearing cracks is used to explain the transition region between the limit of proportionality and the bend-over point on the tensile stress-strain curve, which is found to exist with high film modulus composites. This transition region could be an important factor affecting the choice of film to be used in a commercial composite.Nomenclature E c uncracked composite modulus - E m matrix modulus - E f film modulus - V m matrix volume-fraction - V t film volume-fraction - V f(crit) (E c epsi mu)/sgr fu - A c cross-sectional area of composite - agr (E m V m/E fVf) - epsi m matrix strain - epsi mu matrix cracking strain - epsivmu average matrix cracking strain, (#x03C3;co)/E c - epsi mc strain at end of multiple cracking - sgr fu ultimate fibre stress - sgr cu ultimate composite stress - sgr co average composite cracking stress (assumed at a strain ofepsi mc/2) - S4 8ratio1 draw ratio polypropylene film - S8 18ratio1 draw ratio polypropylene film - E3H polyethylene film - LOP limit of proportionality (stress at first crack, assumed to be a departure from linearity of the tensile stress-strain curve of a perfectly straight and uniform test specimen. However, this point cannot be reliably determined from the stress-strain curve because of the clamping strains induced in warped specimens) - BOP bend-over point (stress at which the approximately horizontal portion of multiple cracking region commences. The BOP is generally higher than the LOP and is a much more reliable point to determine experimentally than the LOP)
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