International Concrete Abstracts Portal

  


Title: Analytical Model of Concrete Cyclic Behavior in Compression

Author(s): Sama Mohammed Saleem, Salman A. Alshamrani, and Hayder A. Rasheed

Publication: Materials Journal

Volume: 122

Issue: 1

Appears on pages(s): 31-38

Keywords: compression loading; cyclic loops; envelope curve; stressstrain curve

DOI: 10.14359/51744376

Date: 1/1/2025

Abstract:
The modeling of concrete constitutive relationships in cyclic compression has attracted a lot of research attention. In this study, a normalized envelope stress-strain curve made for concrete in uniaxial compression is mathematically derived. The compression loops are formulated using a bilinear unloading path followed by a linear reloading path based on thorough observations and calibrations of available experimental data. The proposed normalized model is calibrated against a set of experimental cyclic stressstrain data. This model is shown to yield robust results by proving it successful in capturing five other independent experimental cyclic stress-strain curves. This proposed model may prove valuable for the implementation and analysis of members subjected to cyclic loading in numerical finite element analysis.


ALSO AVAILABLE IN:

Electronic Materials Journal



  


ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Edit Module Settings to define Page Content Reviewer