A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bond behavior between steel reinforcement and recycled concrete
Abstract In this paper the bond behavior of recycled aggregate concrete was characterized by replacing different percentages of natural coarse aggregate with recycled coarse aggregate (20, 50 and 100 %). The results made it possible to establish the differences between the conventional concrete bond strength and the recycled concrete bond strength depending on the replacement percentage. It was thus found that bond stress decreases with the increase of the percentage of recycled coarse aggregate used. In order to define the influence of recycled aggregate content on bond behavior, normalized bond strength was calculated taking into account the reduced compressive strength of the recycled concretes. Finally, using the experimental results, a modified expression for maximum bond stress (bond strength) prediction was developed, taking into account replacement percentage and compressive strength. The obtained results show that the equation proposed provides an experimental value to theoretical prediction ratio similar to that of conventional concrete.
Bond behavior between steel reinforcement and recycled concrete
Abstract In this paper the bond behavior of recycled aggregate concrete was characterized by replacing different percentages of natural coarse aggregate with recycled coarse aggregate (20, 50 and 100 %). The results made it possible to establish the differences between the conventional concrete bond strength and the recycled concrete bond strength depending on the replacement percentage. It was thus found that bond stress decreases with the increase of the percentage of recycled coarse aggregate used. In order to define the influence of recycled aggregate content on bond behavior, normalized bond strength was calculated taking into account the reduced compressive strength of the recycled concretes. Finally, using the experimental results, a modified expression for maximum bond stress (bond strength) prediction was developed, taking into account replacement percentage and compressive strength. The obtained results show that the equation proposed provides an experimental value to theoretical prediction ratio similar to that of conventional concrete.
Bond behavior between steel reinforcement and recycled concrete
Seara-Paz, Sindy (author) / González-Fonteboa, Belén (author) / Eiras-López, Javier (author) / Herrador, Manuel F. (author)
Materials and Structures ; 47 ; 323-334
2013-04-03
12 pages
Article (Journal)
Electronic Resource
English
Recycled concrete , Bond strength , Pull-out test , Normalized bond strength , Time-dependent compressive strength , Steel reinforcement Engineering , Structural Mechanics , Materials Science, general , Theoretical and Applied Mechanics , Operating Procedures, Materials Treatment , Civil Engineering , Building Materials
Bond behavior between steel reinforcement and recycled concrete
| Online Contents | 2014
Bond behavior between steel reinforcement and recycled concrete
| Online Contents | 2013
Bond behavior between steel reinforcement and recycled concrete
| Online Contents | 2013
Bond behavior between steel reinforcement and recycled concrete
| British Library Online Contents | 2014