2015
DOI: 10.1016/j.jcsr.2015.08.032
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Shear buckling experiments of web panel with pitting and through-thickness corrosion damage

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Cited by 37 publications
(7 citation statements)
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“…To verify the expanded shear buckling reduction factor for maintenance and inspection of web panels, the sectional damage of the web plate used in shear loading tests was calculated and compared to the suggested shear buckling resistance equations [3,12]. Figure 10 shows the comparison between the suggested shear buckling resistance equations and the test results.…”
Section: Example For Calculation Of Shear Buckling Resistance Of a Wementioning
confidence: 99%
See 1 more Smart Citation
“…To verify the expanded shear buckling reduction factor for maintenance and inspection of web panels, the sectional damage of the web plate used in shear loading tests was calculated and compared to the suggested shear buckling resistance equations [3,12]. Figure 10 shows the comparison between the suggested shear buckling resistance equations and the test results.…”
Section: Example For Calculation Of Shear Buckling Resistance Of a Wementioning
confidence: 99%
“…Therefore, the lower region of a web panel and a stiffener on a bearing are the main components that should be examined for residual strength or local structural behaviors when conducting research on corrosion problems focused on end girders. A lot of research on the structural behaviors of web panels with lower regional sectional damage has been carried out to examine the shear buckling resistance and shear buckling behaviors [1][2][3][4][5][6][7][8][9][10][11][12]. Many researches were conducted in Japan, where there are severe corrosion environments and many old structures [2,4,10,11].…”
Section: Introductionmentioning
confidence: 99%
“…For the steel component, the effective cross-section area will be reduced because of the corrosion issue. The resistant property of the component is weakened, correspondingly [9][10][11]. Besides, corrosion issue results in the stress concentration, which reduces ductility of the steel component.…”
Section: Introductionmentioning
confidence: 99%
“…The decreases in resistant properties were quantified through the experiment, numerical simulation and theoretical analysis. However, existed studies were mostly based on the mild steel components [9,10,[18][19][20][21]. The investigation of the adverse effect of corrosion issue on the HSS is relatively limited [22].…”
Section: Introductionmentioning
confidence: 99%
“…Chen et al [13] used finite element analysis (FEA) to investigate the failure processes of high-strength pipelines with single and multiple corrosions and produced an assessment procedure to predict the failure pressure of a pipeline with multiple corrosions. Jin et al [14] used FEA in considering the shear buckling behavior of a web panel with pits and through-thickness corrosion damage, and found that through-thickness corrosion damage significantly decreased the critical buckling load.…”
Section: Introductionmentioning
confidence: 99%