A Robust Structural Stress Procedure for Characterizing Fatigue Behavior of Welded Joints

2001-01-0086

03/05/2001

Event
SAE 2001 World Congress
Authors Abstract
Content
This paper summarizes some recent results on fatigue evaluation of welded joints. A mesh-insensitive structural stress procedure was discussed and employed to characterize geometric stress raiser effects at welded joints. Existing weld fatigue data published in the open literature were analyzed using the structural stress parameter. Even though the fatigue data were from various industries, materials, and gauge thicknesses, the structural stress based interpretation of the existing data has demonstrated the following:
  1. (1)
    The mesh-insensitive structural stresses serve as an effective stress parameter to correlate fatigue S-N data and provide the data transferability between various joint types
  2. (2)
    The large number of weld S-N curves classified per joint type with the current weld category based approach can be significantly reduced, for instance, potentially to a single curve for weld toe failure.
  3. (3)
    Such a structural stress parameter can be effectively used to gain insight on fatigue behavior of welded joints.
Meta TagsDetails
DOI
https://doi.org/10.4271/2001-01-0086
Pages
14
Citation
Dong, P., "A Robust Structural Stress Procedure for Characterizing Fatigue Behavior of Welded Joints," SAE Technical Paper 2001-01-0086, 2001, https://doi.org/10.4271/2001-01-0086.
Additional Details
Publisher
Published
Mar 5, 2001
Product Code
2001-01-0086
Content Type
Technical Paper
Language
English