Estimation of the Restrained Strains and Self-stresses under Two-way Restraint Conditions
Estimation of the Restrained Strains and Self-stresses under Two-way Restraint Conditions
Author(s): Volha Sannikava, Viktar TurSubject(s): Architecture, Energy and Environmental Studies, Methodology and research technology
Published by: Exeley Inc.
Keywords: design model; expansive concrete; restrained expansion strains; two-way restraint conditions;
Summary/Abstract: Models for the restrained expansion strains under two-way restraint conditions both with their advantages and disadvantages are presented. An implementation of the modified strains development model (MSDM) for the assessment of the two-way restrained expansion strains is proposed. The reliability of the proposed model for the two-way restraint conditions is confirmed by the experimental results based on the tests of the expansive concrete plane specimens with the mesh reinforcement in the mid-depth of the cross section.
Journal: Journal of Sustainable Architecture and Civil Engineering
- Issue Year: 20/2017
- Issue No: 3
- Page Range: 75-86
- Page Count: 12
- Language: English
