scholarly journals THE FATIGUE DESIGN OF GAS STORAGE SYSTEMS USING FRACTURE MECHANICS

Fracture 84 ◽  
1984 ◽  
pp. 3653-3660 ◽  
Author(s):  
P. Hopkins ◽  
D.G. Jones
Author(s):  
C. H. Luk ◽  
T. J. Wang

Engineering Criticality Assessment (ECA) is a procedure based on fracture mechanics that may be used to supplement the traditional S-N approach and determine the flaw acceptance and inspection criteria in fatigue and fracture design of risers and flowlines. A number of design codes provide guidance for this procedure, e.g. BS-7910:2005 [1]. However, more investigations and example studies are still needed to address the design implications for riser and flowline applications. This paper provides a review of the existing ECA methodology, presents a fracture mechanics design method for a wide range of riser and flowline fatigue problems, and shows flaw size results from steel catenary riser (SCR) and flowline (FL) examples. The first example is a deepwater SCR subjected to fatigue loads due to vessel motion and riser VIV. The second example is a subsea flowline subjected to thermal fatigue loads. The effects of crack re-characterization and material plasticity on the Level-2 and Level-3 ECA results of the SCR and flowline examples are illustrated.


2018 ◽  
Vol 17 (1) ◽  
pp. 12 ◽  
Author(s):  
Michał Warchoł ◽  
Konrad �š ◽  
N.A. wirski ◽  
Błazej Ruszczycki ◽  
Konrad Wojdan
Keyword(s):  

Metals ◽  
2021 ◽  
Vol 11 (12) ◽  
pp. 1957
Author(s):  
Dariusz Rozumek

Devices, working structures and their elements are subjected to the influence of various loads [...]


2019 ◽  
Vol 9 (17) ◽  
pp. 3609 ◽  
Author(s):  
Wen ◽  
Wang ◽  
Dong ◽  
Fang

The trend of light-weight structures leads to the wide application of high strength steels in engineering structures. When welding high strength steels, under-matched consumables could reduce the cold-cracking tendency, simplifying the preheating process. However, under-matched welds would sometimes make the high strength base metal pointless due to its weak load-carrying capacity. For the purpose of enhancing the fatigue strength of under-matched welded joints, a fracture mechanics-based optimal fatigue design method of under-matched butt-welded joints is proposed in this work. Heterogeneous mechanical features of welded joints, which are not considered in current standards and codes, are incorporated into the optimal design method. The fatigue limit of the high strength parent metal is taken as the design target, which has seldom been reported. HSLA steel Q550, with its under-matched consumable ER70S-6 composed X-shaped butt-welds, is selected for experimental verification. The experimental results indicate that the fracture mechanic based equal-fatigue-bearing-capacity (EFBC) design method established in this work is feasible and could be a valuable reference for the design of practical engineering structures.


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