Journal of Materials and Engineering Structures
Volume 9, Numéro 3, Pages 339-353
2022-09-30
Authors : Nguyen Trong-ha . Nguyen Duy-duan .
Nowadays, steel frames are widely used in civil and industrial engineering structures. The design process for steel frames with semi-rigid beam-column connections is an interesting topic for designers and researchers. However, the current design codes purely deal with the structural reliability at the pristine and the degradation of steel due to corrosion is not specified. This study proposes a procedure for evaluating the reliability of two-dimensional semi-rigid steel frames considering corrosion effects. A series of Monte Carlo simulations are performed to evaluate the reliability of the corroded steel structures. The random variables including corrosion phenomenon, semi-rigid connection, and applied load, are considered in the proposed method. The safety deterioration of the steel structures due to the corrosion phenomenon until 50 years is obtained. Additionally, the effects of input parameters, which are safety factors and coefficients of variation, on the reliability of structures are examined in the present study. Finally, a verification of this study and previous results is performed, highlighting the capability of the proposed method.
2D steel frame ; Semi-rigid connection ; Corrosion effect ; Reliability analysis
Nguyen Trong Ha
.
pages 119-126.
Meghezzi-larafi Ismail
.
Tati Abdelouahab
.
pages 91-97.
Tran Ngoc-long
.
Phan Van-tien
.
Nguyen Trong-ha
.
pages 469-476.
Tran Ngoc-long
.
Nguyen Trong-ha
.
pages 155-165.
Xuan Tin Huynh
.
Trung Truc Nguyen
.
Tri Quang Tran
.
Thanh Thuy Ngo
.
pages 669-675.