Assessing Viscoelastic Properties of Concrete during its Early Ages through Forced Dynamic Excitation of Test Beams

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This paper aims to demonstrate the feasibility of a recently proposed approach (termed VisCoDyn) to assess the viscoelastic behaviour of concrete from the earliest ages, by introducing a known dynamic excitation to a simply supported specimen. The method involves the continuous monitoring of the response of the tested sample in terms of amplitude (force and displacement), as well as the evaluation of the phase lag between the applied force and the response. The acquired data is then used to calculate the storage and loss moduli, according to procedures that are normally used in the context of material testing in polymer science. Indeed, the loss modulus is known to be relatable to the viscoelastic properties of materials.The paper presents the current state of development of the VisCoDyn test methodology together with several test results obtain in specimens that were tested during the first 24 hours of curing. Parallel testing with other techniques is also presented for reference.

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103-110

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September 2016

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Briffaut, F. Benboudjema, J. -M. Torrenti and G. Nahas, Concrete early age basic creep: Experiments and test of rheological modelling approaches, Construction and Building Materials (2012), 373-380.

DOI: 10.1016/j.conbuildmat.2012.04.101

Google Scholar

[2] M. Azenha, J. Granja and R. Oliveira, Innovative method for continuous monitoring of concrete viscoelastic properties since early ages: concept and pilot experiments, Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures, Vienna, Austria (2015).

DOI: 10.1061/9780784479346.162

Google Scholar

[3] M. Azenha, F. Magalhães, R. Faria and Á. Cunha, Measurement of concrete E-modulus evolution since casting: A novel method based on ambient vibration, Cement and Concrete Research 7 (2010), 1096-1105.

DOI: 10.1016/j.cemconres.2010.02.014

Google Scholar

[4] M. Azenha, L. F. Ramos, R. Aguilar and J. L. Granja, Continuous monitoring of concrete E-modulus since casting based on modal identification: A case study for in situ application, Cement and Concrete Composites 7 (2012), 881-890.

DOI: 10.1016/j.cemconcomp.2012.04.004

Google Scholar

[5] J. Granja and M. Azenha, Continuous monitoring of concrete mechanical properties since early age to support construction phasing, Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures, Vienna, Austria (2015).

DOI: 10.1061/9780784479346.161

Google Scholar

[6] C. Boulay, S. Staquet, M. Azenha, A. Deraemaeker, M. Crespini, J. Carette, J. Granja, B. Delsaute, C. Dumoulin and G. Karaiskos, Monitoring Elastic Properties of Concrete since Very Early Age by means of Cyclic Loadings, Ultrasonic Measurements, Natural Resonant Frequency of Composite Beam (EMM-ARM) and with Smart Aggregates, Toledo, Spain (2013).

DOI: 10.1111/str.12172

Google Scholar

[7] L. D'Aloia, Early age kinetics: Activation energy, maturity and equivalent age, (2003), 127-148.

Google Scholar

[8] LNEC, Betões - Determinação do módulo de elasticidade em compressão, Lisbon, Portugal (1993).

Google Scholar

[9] B. Delsaute, C. Boulay, J. Granja, J. Carette, M. Azenha, C. Dumoulin, G. Karaiskos, A. Deraemaeker and S. Staquet, Testing concrete E-modulus at very early ages through several techniques: an inter-laboratory comparison, Strain 2016 (2016), 19.

DOI: 10.1111/str.12172

Google Scholar

[10] K. P. Menard, Dynamic Mechanical Analysis: A Practical Introduction, , Boca Raton, Florida, (2008).

Google Scholar