The first part of this thesis evaluates the fatigue life prediction procedure in British standard 2571-2 appendix C against experimental high cycle fatigue data found in the literature. The safety margin to the actual endurance limit and the failure probability was calculated. The steel specimens used to generate the reported fatigue data had different geometries and material properties. The applied stress states were rotating bending, reversed torsion and a multiaxial stress state. The predicted failure probability was greater than proposed in the standard. The total failure probability for the collected data was 32%, not 10% as claimed in the standard. The second part deals with the determination of structural Hot s...
A procedure using a conventional stress value (ERS, equivalent radial stress) to evaluate fatigue be...
In modern civil buildings, as well as in mechanical and naval constructions, welding is a widely dif...
Welds and welded joints are nowadays very common in steel structures. Since thewelded parts also are...
The first part of this thesis evaluates the fatigue life prediction procedure in British standard ...
The structural stress or hot spot method of fatigue analysis draws its origins from the offshore ind...
Fatigue assessment of welded joints using finite element methods is becoming very common. Research a...
A little attention has been focused on multiaxial fatigue of welded joints, even though numerous ind...
For the fatigue assessment of welded structures, several design methods are described by the design ...
This paper is concerned with the design of complex welded structures subjected to fatigue loadings. ...
At least 80% of structural failures are claimed to be associated with fatigue making it the most com...
At present, more powerful tools for numerical modelling and structural analysis are available for th...
This research successfully applies the hot spot stress approach to steel highway bridges for fatigue...
To improve the usage of material in fatigue loaded complex welded structures a better calculation me...
In this paper, different evaluation methods of Hot Spot Stresses (HSS) have been applied to four dif...
ABSTRACTIn this paper, different evaluation methods of Hot Spot Stresses (HSS) have been applied to ...
A procedure using a conventional stress value (ERS, equivalent radial stress) to evaluate fatigue be...
In modern civil buildings, as well as in mechanical and naval constructions, welding is a widely dif...
Welds and welded joints are nowadays very common in steel structures. Since thewelded parts also are...
The first part of this thesis evaluates the fatigue life prediction procedure in British standard ...
The structural stress or hot spot method of fatigue analysis draws its origins from the offshore ind...
Fatigue assessment of welded joints using finite element methods is becoming very common. Research a...
A little attention has been focused on multiaxial fatigue of welded joints, even though numerous ind...
For the fatigue assessment of welded structures, several design methods are described by the design ...
This paper is concerned with the design of complex welded structures subjected to fatigue loadings. ...
At least 80% of structural failures are claimed to be associated with fatigue making it the most com...
At present, more powerful tools for numerical modelling and structural analysis are available for th...
This research successfully applies the hot spot stress approach to steel highway bridges for fatigue...
To improve the usage of material in fatigue loaded complex welded structures a better calculation me...
In this paper, different evaluation methods of Hot Spot Stresses (HSS) have been applied to four dif...
ABSTRACTIn this paper, different evaluation methods of Hot Spot Stresses (HSS) have been applied to ...
A procedure using a conventional stress value (ERS, equivalent radial stress) to evaluate fatigue be...
In modern civil buildings, as well as in mechanical and naval constructions, welding is a widely dif...
Welds and welded joints are nowadays very common in steel structures. Since thewelded parts also are...