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Comparative Analysis of Estimated Young’s Modulus of Rubberized Mortar and Concrete
Abstract Young’s modulus values are needed to conduct any computer simulation of structure behavior. The purpose of this survey is to estimate Young’s modulus of both rubberized mortar and concrete using two-phase composite models. To this effect, results of some previous experimental researches have been used as platform, and then, two-phase composite models were applied. It has been noticed that not all two-phase theoretical models can be directly used for predicting Young’s modulus of rubberized mortar or concrete, because they are composites with soft particles. In terms of Young’s modulus of matrix (mortar or concrete) and scrap tire rubber and their volume fraction, De Larrard and Le Roy model seems in close concordance with experimental Young’s modulus of both rubberized mortar and concrete.
Comparative Analysis of Estimated Young’s Modulus of Rubberized Mortar and Concrete
Abstract Young’s modulus values are needed to conduct any computer simulation of structure behavior. The purpose of this survey is to estimate Young’s modulus of both rubberized mortar and concrete using two-phase composite models. To this effect, results of some previous experimental researches have been used as platform, and then, two-phase composite models were applied. It has been noticed that not all two-phase theoretical models can be directly used for predicting Young’s modulus of rubberized mortar or concrete, because they are composites with soft particles. In terms of Young’s modulus of matrix (mortar or concrete) and scrap tire rubber and their volume fraction, De Larrard and Le Roy model seems in close concordance with experimental Young’s modulus of both rubberized mortar and concrete.
Comparative Analysis of Estimated Young’s Modulus of Rubberized Mortar and Concrete
Belabdelouahab, Farid (author) / Trouzine, Habib (author) / Hellal, Hadjira (author) / Rahali, Bachir (author) / Kaci, Soufiane Ould (author) / Medine, Malika (author)
International Journal of Civil Engineering ; 16 ; 243-253
2016-11-04
11 pages
Article (Journal)
Electronic Resource
English
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