Browse by author
Lookup NU author(s): Dr Enrico Masoero
Full text for this publication is not currently held within this repository. Alternative links are provided below where available.
Understanding the physical origin of creep in calcium-silicate-hydrate (C-SH) is of primary importance, both for fundamental and practical interest. Here, we present a new method, based on molecular dynamics simulation, allowing us to simulate the long-term visco-elastic deformations of C-S-H. Under a given shear stress, C-S-H features a gradually increasing shear strain, which follows a logarithmic law. The computed creep modulus is found to be independent of the shear stress applied and is in excellent agreement with nanoindentation measurements, as extrapolated to zero porosity.
Author(s): Bauchy M, Masoero E, Ulm FJ, Pellenq R
Publication type: Conference Proceedings (inc. Abstract)
Publication status: Published
Conference Name: 10th International Conference on Mechanics and Physics of Creep, Shrinkage and Durability of Concrete and Concrete Structures (CONCREEP 10)
Year of Conference: 2015
Pages: 511-516
Print publication date: 01/01/2015
Acceptance date: 01/01/1900
Publisher: American Society of Civil Engineers (ASCE)
URL: http://ascelibrary.org/doi/pdf/10.1061/9780784479346.061
Library holdings: Search Newcastle University Library for this item
ISBN: 9780784479346