@Article{jrm.2022.022171,
AUTHOR = {Mahdi Hosseini, Bingyu Jian, Haitao Li, Dong Yang, Ziang Wang, Zixian Feng, Feng Shen, Jian Zhang, Rodolfo Lorenzo, Ileana Corbi, Ottavia Corbi},
TITLE = {A Review of Fibre Reinforced Polymer (FRP) Reinforced Concrete Composite Column Members Modelling and Analysis Techniques},
JOURNAL = {Journal of Renewable Materials},
VOLUME = {10},
YEAR = {2022},
NUMBER = {12},
PAGES = {3243--3262},
URL = {http://www.techscience.com/jrm/v10n12/48832},
ISSN = {2164-6341},
ABSTRACT = {The use of fibre-reinforced polymer (FRP) to confine concrete columns improves the strength and ductility of the
columns by reducing passive lateral confinement pressure. Many numerical and analytical formulations have been
proposed in the literature to describe the compressive behaviour of FRP confined concrete under both monotonic
and cyclic loads. However, the effect of a stress/strain level in the columns has not been well defined because of the
lack of well-defined strategies of modelling and oversimplification of the model. This paper reviews the existing
FRP combinations and the available numerical and analytical methods to determine the effectiveness of the
adopted method. An effort has been made to examine the usage of FRP materials in column applications in existing building regimes and highlights the possible future scopes to improve the use of FRP confined concrete in civil
applications.},
DOI = {10.32604/jrm.2022.022171}
}