Abstract
The shrinkage and creep properties of concrete are characterized by the ability to deform over time without changing of external loads. These concrete properties affect the stress-strain state of reinforced concrete elements. Depending on the type of reinforced concrete structure (beams, columns), the effect of shrinkage and creep on the stress-strain state is also different. The article presents the results of the analysis of the stress-strain state of normal sections of reinforced concrete elements, taking into account shrinkage and creep deformations of concrete, based on a deformation design model, applicable to analyze the parameters of deformations and cracking of reinforced concrete elements with an arbitrary shape of the cross section, any arrangement of reinforcement within the section.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.