2022
DOI: 10.1016/j.ijfatigue.2022.107216
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Fatigue behavior of square tube-to-plate welded joints in bogie frames: Experimental study and traction structural stress modeling

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Cited by 11 publications
(3 citation statements)
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“…The free‐body cut is achieved by using the nodal force/moment directly outputted from FE analysis. Enforcing the work equivalent condition, the resultant line moment m and line force f can be obtained by solving a set of simultaneous equations, 54 given the nodal force/moment (Figure 1C). Based on the equilibrium condition, the traction stress can be calculated by the following equation 34 : lefttrueσm=ft,σb=6mt2,σs=σm+σb. …”
Section: Traction Stress Methods and Structural Strain Methodsmentioning
confidence: 99%
“…The free‐body cut is achieved by using the nodal force/moment directly outputted from FE analysis. Enforcing the work equivalent condition, the resultant line moment m and line force f can be obtained by solving a set of simultaneous equations, 54 given the nodal force/moment (Figure 1C). Based on the equilibrium condition, the traction stress can be calculated by the following equation 34 : lefttrueσm=ft,σb=6mt2,σs=σm+σb. …”
Section: Traction Stress Methods and Structural Strain Methodsmentioning
confidence: 99%
“…The traction structural stress method involves determining the potential failure section of the welded joints based on the stress condition and calculation of the membrane stress and bending stress through static equilibrium conditions to obtain the structural stress. The structural stress of the welded structure can be accurately determined through the finite element software Abaqus 6.14 [ 29 , 30 ].…”
Section: Methodsmentioning
confidence: 99%
“…The well-known fatigue analysis approaches are nominal stress approaches, structural stress approaches, notch stress approaches, fracture mechanics approaches, etc. [ 17 , 18 ]. Due to the limited test data of standard welded joints, sometimes it is difficult to find appropriate S–N curve data when evaluating non-standard welded joints with the nominal stress method.…”
Section: Introductionmentioning
confidence: 99%