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- W2955397654 abstract "On August 1, 2007, the Interstate 35W (I-35W) bridge over the Mississippi River in Minneapolis, Minnesota USA, collapsed, resulting in 13 deaths and 145 injuries. The cause of the collapse was a design flaw resulted in week gusset plate connection. This very tragic example showed us again that, gusset plate design and implementation on bridges have crucial importance. Designers should give significant consideration during the design of steel gusset plate connections. In this study, the buckling behavior of steel gusset plates was investigated. An automated finite-element analysis program (Higgins et al.,2016 ; Scott et al., 2008), was used to analyze the steel gusset plates behavior under compression load. An uniaxial stress strain plasticity model was considered in the analysis. The stress-strain relationship of the steel gusset plates was defined in three dimensions. Nonlinear static analysis of the gusset plates were performed. Different out of plane imperfection, different slenderness ratios, different element sizes were considered during the analysis. The effect of change in the fastener(bolt) location on the steel gusset plates were also examined. Normalization of the ultimate failure loads of the given gusset plate with the critical Euler’s buckling load was defined. The variation of this normalization with respect to the change in the steel gusset plate parameters was analyzed. It was obtained that, imperfections have significant effect on the displacement capacity of the steel gusset plates under compression loads." @default.
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- W2955397654 date "2019-06-26" @default.
- W2955397654 modified "2023-09-26" @default.
- W2955397654 title "ÇELİK GUSE (BİRLEŞİM) PLAKLARI ÜZERİNE ANALİTİK BİR ÇALIŞMA" @default.
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- W2955397654 doi "https://doi.org/10.21923/jesd.460014" @default.
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