A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Influencia del diametro de la barra y del recubrimiento en las caracteristicas adherentes del hormigon armado
The bond mechanism on reinforced concrete structures is analysing in this paper. A state of art review of bond phenomenon and characterisation tests, pull-out and beam tests are included. Experimental modifications of RILEM/CEB/FiP pull-out tests on prismatic specimens with different concrete cover are also studied. The objective of eccentric tests is to estimate the maximum bond stress and the loss of concrete cover influence on the reinforced concrete behaviour. Bars diameter and concrete cover influence on concrete-steel stress transfer and different types of failures are analysed finally.
Influencia del diametro de la barra y del recubrimiento en las caracteristicas adherentes del hormigon armado
The bond mechanism on reinforced concrete structures is analysing in this paper. A state of art review of bond phenomenon and characterisation tests, pull-out and beam tests are included. Experimental modifications of RILEM/CEB/FiP pull-out tests on prismatic specimens with different concrete cover are also studied. The objective of eccentric tests is to estimate the maximum bond stress and the loss of concrete cover influence on the reinforced concrete behaviour. Bars diameter and concrete cover influence on concrete-steel stress transfer and different types of failures are analysed finally.
Influencia del diametro de la barra y del recubrimiento en las caracteristicas adherentes del hormigon armado
Charakterisierung der Stahl/Beton-Haftung in bewehrten Betonstrukturen
Steel/concrete bond characterization on reinforced concrete structures
Molina, M. (author) / Gutierrez, J.P. (author) / Garcia, M.D. (author)
2004
5 Seiten, 6 Bilder, 2 Tabellen, 8 Quellen
Conference paper
Unknown
Barra a base de polímeros reforzados con fibras para el armado del hormigón
| European Patent Office | 2018