Análisis de las condiciones de fisuración en las estructuras de hormigón armado y su relación con la probabilidad de corrosión de las armaduras

Jesús Rodríguez Santiago; Carmen Andrade Perdrix

doi:10.3989/ic.1984.v36.i366.1884

Analysis of cracking conditions in concrete structures and its connection with the probability of corrosion in reinforcements

Authors

Jesús Rodríguez Santiago E.T.SA.M
Carmen Andrade Perdrix ICCET/CSIC

DOI:

https://doi.org/10.3989/ic.1984.v36.i366.1884

Abstract

Cracks appears in reinforced concrete structures as something inherent to the material they are composed. Causes of diverse kind advise to control this cracking, considering it can not be prevented. The durability of reinforcements is, till now, the reason that has determined, in most structures, the study and the control of this cracking. In this report, the information contained in certain standards in force (CP-110; ACI-318-83; B.A.E.L. 80; MODEL CODE AND EH-82) about the characteristics the concrete must have and about the cracking in pieces of reinforced concrete under pliability attempts, are analysed and resumed, trying to judge later its connection with the corrosion phenomenon in reinforcements.

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Published

1984-12-30

How to Cite

Rodríguez Santiago, J., & Andrade Perdrix, C. (1984). Analysis of cracking conditions in concrete structures and its connection with the probability of corrosion in reinforcements. Informes De La Construcción, 36(366), 37–52. https://doi.org/10.3989/ic.1984.v36.i366.1884

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Issue

Vol. 36 No. 366 (1984)

Section

Research Articles

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