Mechanical properties of prestressed joists made using recycled ceramic aggregates
| Autor: | Carlos López-Colina Pérez, Jesús Suárez González, Miguel Ángel Serrano López, Fernando López Gayarre, Pedro J. Fernández Arias |
|---|---|
| Rok vydání: | 2019 |
| Předmět: |
Materials science
0211 other engineering and technologies 020101 civil engineering 02 engineering and technology Building and Construction Compression (physics) 0201 civil engineering law.invention Prestressed concrete Flexural strength law Precast concrete visual_art 021105 building & construction visual_art.visual_art_medium Shear strength General Materials Science Ceramic Composite material Civil and Structural Engineering |
| Zdroj: | Scopus RUO: Repositorio Institucional de la Universidad de Oviedo Universidad de Oviedo (UNIOVI) RUO. Repositorio Institucional de la Universidad de Oviedo instname |
| ISSN: | 0950-0618 |
| DOI: | 10.1016/j.conbuildmat.2018.11.004 |
| Popis: | This work addresses the reuse of recycled bricks aggregates (RBA), coming from faulty bricks for manufacturing prestressed concrete joists, with different percentages of these recycled aggregates, in building floor slabs. The prestressed joists were manufactured in a local factory with precast facilities and later they were tested to determine their flexural and shear strength. In addition, the set joist-rib-compression layer was also tested in order to assess its flexural and shear strength of the whole set. The results obtained are favourable using RBA percentages up to 35%, but if the set joist-rib-compression layer is considered, using conventional concrete on the rib and the compression layer, this percentage could reach 70%. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|
Full Text from ScienceDirect