Numerical investigation on ultimate shear strength of long steel plate girder web panels at high temperatures. (May 2020)

• Record Type: Journal Article
• Authors: Pourmoosavi, G.H.; Mousavi Ghasemi, S.A.; Farahmand Azar, B.; Talatahari, S.
• Is Part Of: Journal of building engineering. Volume 29(2020)
• Publication Date: 2020-05
• Subjects: Fire condition -- Shear strength -- Long web panel -- Plate slenderness -- Finite element method; Building -- Periodicals; 690.05
• DOI: 10.1016/j.jobe.2019.101070
• Languages: English
• ISSNs: 2352-7102

Abstract

Abstract: In this article, elastic shear buckling and ultimate shear strength of long steel plate girder web panels subjected to pure shear loading are investigated at both ambient and elevated temperatures by the finite element method (FEM). Ninety-six plate girders with compact, non-compact and slender long web panels are numerically analyzed and compared. From linear eigenvalue analysis, it is shown that AISC 360-16 predictions are more conservative than FEM results such that the difference is about 40% for all ranges of web panel slenderness. According to nonlinear analysis results at ambient temperature, there must be reduction factors applied to AISC 360-16 non-conservative predictions for considering the strength degradation caused by large slenderness values and effects due to initial geometrical imperfection. Furthermore, it is observed that the adopted equation of AISC 360-16 for fire situations yields values that are more non-conservative such that the difference reaches almost 18%. In this regard, the FEM results are used to develop a new equation for predicting the ultimate shear strength of long web panels by taking into account strength degradation caused by large slenderness values, high temperature and initial geometrical imperfections. Highlights: Shear behavior of long web panels subjected to shear loading at both ambient and elevated temperatures were investigated. The elastic shear buckling strength of AISC 360-16 is more conservative than FEM results with a maximum difference of 40%. New design equation has been proposed to determine ultimate shear strength of long web panels.