Fracture and Structural Integrity e-ISSN 1971-8993 Open access

Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve

Author and affiliation details
DOI
10.3221/IGF-ESIS.09.08
Pages
pages 76-84

Abstract

Fatigue design of welded structures is primarily based on a nominal stress; hot spot stress methods or local approaches each having several limitations when coupled with finite element modeling. An alternative recent structural stress definition is discussed and implemented in a post-processor. It provides an effective means for the direct coupling of finite element results to the fatigue assessment of welded joints in complex structures. The applications presented in this work confirm the main features of the method: mesh-insensitivity, accurate crack location and life to failure predictions.

Article history

  1. ReceivedUntil the next stage: 0 days
  2. Accepted

About the authors

T. Marin

Department of Industrial Engineering

G. Nicoletto

Department of Industrial Engineering

How to cite

APA

Marin, T., & Nicoletto, G. (2009). Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve. Fracture and Structural Integrity, 3(9), pages 76–84. https://doi.org/10.3221/IGF-ESIS.09.08

IEEE

T. Marin and G. Nicoletto, “Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve,” Fracture and Structural Integrity, vol. 3, no. 9, pp. pages 76–84, 2009, doi: 10.3221/IGF-ESIS.09.08.

MLA

Marin, T., and G. Nicoletto. “Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve.” Fracture and Structural Integrity, vol. 3, no. 9, 2009, pp. pages 76–84. https://doi.org/10.3221/IGF-ESIS.09.08.

Chicago

Marin, T., and G. Nicoletto. 2009. “Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve.” Fracture and Structural Integrity 3 (9): pages 76–84. https://doi.org/10.3221/IGF-ESIS.09.08.

Harvard

Marin, T. and Nicoletto, G. (2009) ‘Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve’, Fracture and Structural Integrity, 3(9), pp. pages 76–84. doi: 10.3221/IGF-ESIS.09.08.

Vancouver

Marin T, Nicoletto G. Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve. Fracture and Structural Integrity. 2009;3(9):pages 76-84. doi:10.3221/IGF-ESIS.09.08

BibTeX

@article{marin2009, author = {Marin, T. and Nicoletto, G.}, title = {Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve}, journal = {Fracture and Structural Integrity}, year = {2009}, volume = {3}, number = {9}, pages = {pages 76--84}, doi = {10.3221/IGF-ESIS.09.08}, url = {https://doi.org/10.3221/IGF-ESIS.09.08}, issn = {1971-8993} }

RIS

TY - JOUR AU - Marin, T. AU - Nicoletto, G. TI - Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2009 VL - 3 IS - 9 SP - pages 76 EP - 84 DO - 10.3221/IGF-ESIS.09.08 UR - https://doi.org/10.3221/IGF-ESIS.09.08 SN - 1971-8993 ER -

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