Homogenization of nonaging basic creep of cementitious materials: A multiscale modeling benchmark

•Three micromechanics creep models are applied in a modeling benchmark.•Macroscopic creep results from intrinsic creep of microscopic C-S-H.•Considering non-spherical shapes for C-S-H hydrates improves model performance.•Separating instantaneous from time-dependent strains in experiments is essentia...

Full description

Saved in:
Bibliographic Details
Published in:Construction & building materials 2021-07, Vol.290, p.123144, Article 123144
Main Authors: Königsberger, Markus, Honório, Túlio, Sanahuja, Julien, Delsaute, Brice, Pichler, Bernhard L.A.
Format: Article
Language:English
Subjects:
Basic creep
Calcium-Silicate-Hydrate (C-S-H)
Cement paste
Civil Engineering
Concrete
Early-age
Engineering Sciences
Experiments
Micromechanics
Mortar
Viscoelasticity
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:•Three micromechanics creep models are applied in a modeling benchmark.•Macroscopic creep results from intrinsic creep of microscopic C-S-H.•Considering non-spherical shapes for C-S-H hydrates improves model performance.•Separating instantaneous from time-dependent strains in experiments is essential. This paper presents the results of a European benchmark on multiscale creep modeling for cementitious materials, performed in the framework of the COST Action TU1404 “Towards the next generation of standards for service life of cement-based materials and structures”. Three micromechanical models from three research groups have been adopted for modeling the basic non-aging creep of cementitious materials. The benchmark is based on the hypotheses that creep results only from calcium-silicate-hydrates (C-S-H) and that viscoelastic behavior of all microstructural constituents is maturity- and composition-independent. By comparing model results among themselves as well as by comparing model predictions with experimental results obtained from three different laboratories, we demonstrate that creep upscaling from micrometer-sized C-S-H to centimeter-sized macroscopic samples of cement paste, mortar, and concrete, and from minutes-long creep tests at early ages to days-long creep tests at very mature ages is indeed possible. The benchmark also highlights the importance of considering micro-anisotropy of C-S-H in terms of non-spherical shapes for C-S-H hydrates.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2021.123144