Experimental Identification of the Fractional Parameter for a Viscoelastic Model of Concrete at Different Ages Based on the Impulse Excitation Technique-Reference-Cited by-同舟云学术

Experimental Identification of the Fractional Parameter for a Viscoelastic Model of Concrete at Different Ages Based on the Impulse Excitation Technique

Published:2020 Issue: Volume: Page:349-358
ISSN:2195-4356
Container-title:Lecture Notes in Mechanical Engineering
language:
Short-container-title:

Author:

Popov Ivan I.,Rossikhin Yury A.,Shitikova Marina V.

Publisher

Springer Singapore

Link

http://link.springer.com/content/pdf/10.1007/978-981-15-5693-7_25

Reference9 articles.

1. Popov II, Rossikhin YuA, Shitikova MV et al (2015) Impact response of a viscoelastic beam considering the changes of its microstructure in the contact domain. Mech Time-Depend Mat 19:455–481. https://doi.org/10.1007/s11043-015-9273-9

2. Meshkov SI (1974) Viscoelastic properties of metals (In Russian). Metallurgia, Moscow

3. Rossikhin YuA, Shitikova MV (2013) Two approaches for studying the impact response of viscoelastic engineering systems: An overview. Comput Math Appl 66:755–773. https://doi.org/10.1016/j.camwa.2013.01.006

4. Oeser M (2011) Visco-elastic modeling of virgin and asphalt binders. In: Computer methods for geomechanics: frontiers and applications, Melbourne, 9–11 May 2011

5. Oeser M, Pellinien T (2012) Computational framework for common viscoelastic models in engineering based on the theory of rheology. Comput Geotech 42:145–156. https://doi.org/10.1016/j.compgeo.2012.01.003

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