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Best Probability Distribution for SCFs in FRP-Strengthened T/Y-Shaped Connections under Out-of-Plane Bending Loading

Publish Year: 1403
Type: Conference paper
Language: English
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NCCE14_351

Index date: 16 October 2024

Best Probability Distribution for SCFs in FRP-Strengthened T/Y-Shaped Connections under Out-of-Plane Bending Loading abstract

The stress concentration factor (SCF) holds significant importance in fatigue reliability analyses concerning tubular offshore structures. This study utilizes results from finite element (FE) analyses conducted on 96 T/Y-connections reinforced with FRP to develop a probability distribution model for SCFs in FRP-reinforced joints under Out-of-Plane Bending (OPB) loading conditions. Eleven different probability density functions (PDFs) were fitted to histograms depicting the relative frequency of SCF samples. The maximum likelihood method was employed to determine the parameters of each distribution. Assessment of goodness-of-fit through Chi-squared and Kolmogorov-Smirnov tests revealed the Gamma distribution as the most suitable probability function for T/Y-joints with FRP under OPB load. In the final phase, a comprehensive PDF was proposed for maximum weld SCFs in T/Y-joints with FRP under OPB loading conditions.

Best Probability Distribution for SCFs in FRP-Strengthened T/Y-Shaped Connections under Out-of-Plane Bending Loading Keywords:

Best Probability Distribution for SCFs in FRP-Strengthened T/Y-Shaped Connections under Out-of-Plane Bending Loading authors

Pooya Rezadoost

Ph.D. Candidate in Civil Engineering, Faculty of Civil Engineering, Khaje Nasir Toosi University ofTechnology, Tehran, Iran.

Hossein Nassiraei

Associate Professor, Department of Civil Engineering, Faculty of Engineering, University of Guilan,Guilan, Iran.