Investigating the Effect of External Ring Reinforcement on Fatigue Behavior of Tubular T-Joints under In-Plane Bending Loading
محل انتشار: چهاردهمین کنگره ملی مهندسی عمران
سال انتشار: 1403
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 137
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شناسه ملی سند علمی:
NCCE14_350
تاریخ نمایه سازی: 25 مهر 1403
چکیده مقاله:
This study delves into stress concentration factors (SCFs) and fatigue life in tubular T-joints reinforced with an external ring under in-plane bending moment (IPB). Following validation of the FE model with experimental data, a series of ۵۲ ۳D FE models were generated and analyzed to explore the impact of ring and joint geometry on SCF and SCF ratios. The results indicate a remarkable reduction of ۷۱% in the SCF of T-joints with an external ring compared to the SCF of the corresponding unreinforced joint. This reduction in stress concentration factor can significantly enhance the fatigue life of the connection, up to ۲.۷۹ times. Moreover, increasing the ring thickness and width contributes to further decreases in SCFs. These findings underscore the potential for substantial improvements in structural performance and longevity through the strategic implementation of external ring reinforcement.
کلیدواژه ها:
نویسندگان
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.