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PCM17 AND PCM17WR NEW MODELS FOR PREDICTING CREEP OF CONCRETE DEFORMATIONS PHENOMENOLOGICAL CREEP MODEL 17 WITH AND WITHOUT WATER-REDUCING ADMIXTURE

Published In: 6TH INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING
Author(s): ELISE ZGHEIB , PIERRE MATAR , WASSIM RAPHAEL

Abstract: Creep and shrinkage strains of concrete can have prejudicial consequences in structures. Often, the values of these uncontrolled strains appear to be clearly different from the expected ones. In fact, there is not yet a physical explanation perfectly satisfactory of creep and the codified descriptions of this phenomenon are always unreliable and don’t take the effect of admixtures into consideration. In the context of this study, and starting from an important experimental database coming from international laboratories and research centers, new models of creep calculation were developed and allow to take the effect of water-reducing admixture into consideration and to obtain results more satisfactory than those of the Eurocode 2.

  • Publication Date: 10-Dec-2017
  • DOI: 10.15224/978-1-63248-139-9-28
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ELECTROCHEMICAL INJECTION OF CATHIONIC CORROSION INHIBITORS

Published In: 6TH INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING
Author(s): JIRI NEMECEK , MILAN KOURIL , ROSTISLAV SULC

Abstract: Electrochemical chloride extraction from a reinforced concrete structure may be accompanied with an electrochemical injection of healing agents if such agents are positively charged and are able to migrate towards the activated reinforcement. Positive charge carrying nanoparticles or cathionic corrosion inhibitors might be the proper choice. Organic substances with a positive charge and their salts are mostly such inhibitors. The essential conditions for successful application of such corrosion inhibitors are their sufficient corrosion inhibition efficiency that was studied and evaluated elsewhere and their stability of positive charge in alkaline concrete environment and their migration ability through concrete pore system.

  • Publication Date: 10-Dec-2017
  • DOI: 10.15224/978-1-63248-139-9-27
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