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Punching shear strength of reinforced recycled concrete slabs
Highlights Experimental punching shear behaviour of reinforced recycled concrete slabs. The recycled aggregates are obtained by waste of concrete which has unknown property. The recycled aggregates do not influence the experimental punching shear strength. The theoretical punching shear models are reliable also for recycled concrete.
Abstract This paper reports on the experimental assessment of the punching shear behaviour of reinforced recycled concrete slabs characterized by fine natural aggregates and coarse recycled aggregates. In particular, the latter were obtained only from demolished concrete. The experimental campaign has been carried out on 12 specimens. Moreover, three reinforced natural aggregate concrete slabs have been casted and tested as benchmarks. Four replacement percentages (30, 50, 80 and 100%) of coarse recycled aggregates in place of coarse natural aggregates have been considered. The punching shear behaviour of simply supported reinforced recycled concrete slabs under a central patch load has been investigated by means of failure patterns, ultimate loads and deflection–load curves. Moreover, comparisons and a review of international code models for slabs under punching shear have been developed. The results show a reduction in recycled concrete mechanical performance with increasing replacement percentage of natural aggregate with coarse recycled aggregates. However, the reduced recycled concrete performance does not translate directly to the punching shear strength of reinforced recycled concrete slabs; indeed, the punching forces of all recycled concrete slabs tested are very similar to those of slabs realized with ordinary reinforced concrete. Actually, although the theoretical models on the punching shear are based on the characteristics of the concrete, this study indicates that the reinforcement role is of paramount relevance.
Punching shear strength of reinforced recycled concrete slabs
Highlights Experimental punching shear behaviour of reinforced recycled concrete slabs. The recycled aggregates are obtained by waste of concrete which has unknown property. The recycled aggregates do not influence the experimental punching shear strength. The theoretical punching shear models are reliable also for recycled concrete.
Abstract This paper reports on the experimental assessment of the punching shear behaviour of reinforced recycled concrete slabs characterized by fine natural aggregates and coarse recycled aggregates. In particular, the latter were obtained only from demolished concrete. The experimental campaign has been carried out on 12 specimens. Moreover, three reinforced natural aggregate concrete slabs have been casted and tested as benchmarks. Four replacement percentages (30, 50, 80 and 100%) of coarse recycled aggregates in place of coarse natural aggregates have been considered. The punching shear behaviour of simply supported reinforced recycled concrete slabs under a central patch load has been investigated by means of failure patterns, ultimate loads and deflection–load curves. Moreover, comparisons and a review of international code models for slabs under punching shear have been developed. The results show a reduction in recycled concrete mechanical performance with increasing replacement percentage of natural aggregate with coarse recycled aggregates. However, the reduced recycled concrete performance does not translate directly to the punching shear strength of reinforced recycled concrete slabs; indeed, the punching forces of all recycled concrete slabs tested are very similar to those of slabs realized with ordinary reinforced concrete. Actually, although the theoretical models on the punching shear are based on the characteristics of the concrete, this study indicates that the reinforcement role is of paramount relevance.
Punching shear strength of reinforced recycled concrete slabs
Francesconi, Lorena (author) / Pani, Luisa (author) / Stochino, Flavio (author)
Construction and Building Materials ; 127 ; 248-263
2016-09-23
16 pages
Article (Journal)
Electronic Resource
English
NA , natural aggregates , RA , recycled aggregates , CDW , Construction Demolition Waste , RC , recycled concrete , RAc , recycled aggregates from CDW waste of concrete only , CRAc , Coarse Recycled Aggregate of concrete only , NC , normal concrete , CNA , coarse natural aggregate , FNA , fine natural aggregate , Recycled concrete aggregate , Recycled concrete , Critical shear crack theory , Punching shear strength
Punching shear strength of reinforced recycled concrete slabs
British Library Online Contents | 2016
|Punching shear strength of reinforced recycled concrete slabs
Online Contents | 2016
|Punching shear strength of reinforced recycled concrete slabs
British Library Online Contents | 2016
|Punching shear strength of reinforced recycled concrete slabs
Elsevier | 2016
|Punching shear strength of reinforced recycled concrete slabs
British Library Online Contents | 2016
|