FATIGUE RELIABILITY ASSESSMENT OF AGED RAILWAY PLATE GIRDER BRIDGE BY PROBABILISTIC S-N CURVE APPROACH

2021 ◽  
Vol 10 (1) ◽  
pp. 21
Author(s):  
T. J. RAJEETH ◽  
G. RAVI ◽  
◽  
Keyword(s):  
Reliability Assessment ◽  
Fatigue Reliability ◽  
Girder Bridge ◽  
Plate Girder

INVESTIGATIONS ON CHANGES IN MODAL PROPERTIES CAUSED BY DAMAGES ON A REAL STEEL PLATE GIRDER BRIDGE

2018 ◽  
Vol 74 (2) ◽  
pp. I_513-I_522 ◽  
Author(s):  
Takuya MIMASU ◽  
Chul-Woo KIM ◽  
Yoshinao GOI ◽  
Gen HAYASHI
Keyword(s):  
Steel Plate ◽  
Modal Properties ◽  
Girder Bridge ◽  
Plate Girder

scholarly journals Fatigue Reliability Assessment for Orthotropic Steel Decks Based on Long-Term Strain Monitoring

Sensors ◽  
2018 ◽  
Vol 18 (2) ◽  
pp. 181 ◽  
Author(s):  
Yang Deng ◽  
Aiqun Li ◽  
Dongming Feng
Keyword(s):  
Reliability Assessment ◽  
Fatigue Reliability ◽  
Strain Monitoring ◽  
Orthotropic Steel Decks

FATIGUE RELIABILITY ASSESSMENT OF WELDED JOINTS OF VERY FAST FERRY ACCOUNTING FOR VEHICLE LOADS

2021 ◽  
Vol 153 (A4) ◽  
Author(s):  
Y Garbatov ◽  
C Guedes Soares
Keyword(s):  
Hot Spots ◽  
Reliability Assessment ◽  
Stress Distributions ◽  
Structural System ◽  
Fatigue Reliability ◽  
Welded Steel ◽  
Longitudinal Stiffener ◽  
Hull Structure ◽  
Vehicle Loads ◽  
Wave Induced

This work deals with the fatigue reliability assessment of a welded joint in a longitudinal stiffener of trapezoidal shape in a very fast ferry. Based on the analysis of wave and cargo induced loads the ship hull structure is evaluated. The local structure is represented by a longitudinal stiffener with a trapezoidal transverse section. The critical hot-spots and the stress distributions are defined by FEM. The fatigue damage assessment of considered hot spots is analysed accounting for the combination of wave induced and car-breaking transient loadings. The formulation for the assessment of the welded steel joint is based on the S-N approach and FORM/SORM techniques are applied to evaluate the reliability against fatigue failure accounting for corrosion deterioration. The structural system composed by several hot spots is evaluated as a series system based on second order reliability bounds.

Fatigue reliability assessment of an existing steel railroad bridge

2001 ◽  
Vol 23 (10) ◽  
pp. 1203-1211 ◽  
Author(s):  
Sang-Hyo Kim ◽  
Sang-Woo Lee ◽  
Ho-Seong Mha
Keyword(s):  
Reliability Assessment ◽  
Fatigue Reliability ◽  
Railroad Bridge
Sign in / Sign up

Export Citation Format

Share Document