A practical design formulation for perforated beams with openings strengthened with ring type stiffeners subject to Vierendeel actions. (November 2021)

• Record Type: Journal Article
• Authors: Zeytinci, Barış Mehmet; Şahin, Mehmet; Güler, Mehmet Ali; Tsavdaridis, Konstantinos Daniel
• Is Part Of: Journal of building engineering. Volume 43(2021)
• Publication Date: 2021-11
• Subjects: Shear/moment interaction curve -- Perforated beams -- Stiffeners -- Reinforcement -- Vierendeel mechanism -- Nonlinear FEA; Building -- Periodicals; 690.05
• DOI: 10.1016/j.jobe.2021.102915
• Languages: English
• ISSNs: 2352-7102

Abstract

Abstract: In this paper, the effect of ring type stiffeners on the Vierendeel mechanism of perforated beams with various opening shapes is investigated. Vierendeel mechanism causes beams to fail with four plastic hinges that occur in the vicinity of large and usually isolated web openings. The practical ring type stiffeners are used in this study to increase the mechanical strength of perforated beams. The effects of stiffener thickness and stiffener height are analyzed for different stiffener thickness to web opening diameter and stiffener height to web thickness ratios. A beam profile of UB457 × 152 × 52 and of steel grade S275 is employed. Finite element analysis is conducted with both geometric and material non-linearities to obtain the failure loads for different cases of perforated beams. Shear/moment interaction diagrams are also obtained so that they can be directly used by practicing engineers. Such interaction curves are plotted for various opening shapes with stiffeners to demonstrate the effect of stiffeners on the Vierendeel mechanism. Yield patterns of various beams with different web opening shapes and ring type stiffeners are also presented. Moreover, a design formulation is derived for direct use by engineers. This study has ultimately shown that, the stiffener's thickness and height has different shear and moment effects on the performance of perforated beams depending on the opening type and web opening diameter. Highlights: A non-linear FE study was carried out to understand the effect of ring type stiffeners. A comprehensive parametric study is performed on perforated beams. Shear and moment capacities as well as the Vierendeel mechanism for perforated beams with three different web opening shapes are investigated. A Design recommendation scheme is provided for selecting a suitable shear ratio. The bigger the stiffener thickness, the higher moment utilization ratio is achieved independent of the opening size and shape. Independent of the web opening shape, it is more effective to use a ring type stiffener if the diameter to height ratio is high.