Evaluation of the shrinkage and creep of medium strength self compacting concrete
10.1088/1757-899X/175/1/012060
Inclou dades d'ús des de 2022
Cita com:
hdl:2117/105427
Tipus de documentArticle
Data publicació2017
EditorInstitute of Physics (IOP)
Condicions d'accésAccés obert
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Reconeixement 3.0 Espanya
Abstract
The difference between self compacting concrete (SCC) and conventional concrete (CC) is in fresh state, is the high fluidity at first and the need for vibration at second, but in hardened state, both concretes must comply with the resistance specified, in addition to securing the safety and functionality for which it was designed. This article describes the tests and results for shrinkage and creep at some medium strength Self Compacting Concrete with added sand (SCC-MSs) and two types of cement. The research was conducted at the
Laboratorio de Tecnología de Estructuras (LTE) of the Universitat Politécnica de Catalunya (UPC), in dosages of 200 liters; with the idea of evaluating the effectiveness of implementation of these new concretes at elements designed with conventional concrete (CCs).
Citacióde la Cruz, C., Ramos, G., Hurtado, W. Evaluation of the shrinkage and creep of medium strength self compacting concrete. "IOP Conference Series: Materials Science and Engineering (Online)", 2017, vol. 175, p. 1-11.
ISSN1757-899X
Versió de l'editorhttp://iopscience.iop.org/article/10.1088/1757-899X/175/1/012060
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