Numerical studies on CFRP strengthened steel columns under transverse impact. (February 2015)

• Record Type: Journal Article
• Authors: Alam, Md Iftekharul; Fawzia, Sabrina
• Is Part Of: Composite structures. Volume 120(2015)
• Page Start: 428
• Page End: 441
• Publication Date: 2015-02
• Subjects: CFRP -- Square hollow section (SHS) -- Steel column -- Numerical simulation -- Transverse impact; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2014.10.022
• Languages: English
• ISSNs: 0263-8223

Abstract

Abstract: Strengthening of metallic structures using carbon fibre reinforced polymer (CFRP) has become a smart strengthening option over the conventional strengthening method. Transverse impact loading due to accidental vehicular collision can lead to the failure of existing steel hollow tubular columns. However, knowledge is very limited on the behaviour of CFRP strengthened steel members under dynamic impact loading condition. This paper deals with the numerical simulation of CFRP strengthened square hollow section (SHS) steel columns under transverse impact loading to predict the behaviour and failure modes. The transverse impact loading is simulated using finite element (FE) analysis based on numerical approach. The accuracy of the FE modelling is ensured by comparing the predicted results with available experimental tests. The effects of impact velocity, impact mass, support condition, axial loading and CFRP thickness are examined through detail parametric study. The impact simulation results indicate that the strengthening technique shows an improved impact resistance capacity by reducing lateral displacement of the strengthened column about 58% compared to the bare steel column. Axial loading plays an important role on the failure behaviour of tubular column.