Many parameters used for predicting times to failure of structure due to fatigue are uncertain and their variations have a big influence on the real lifetime. This paper focus on a global methodology to take main sources of variability in fatigue prediction for stay cables into account. The first step of this methodology is to model the variability of each parameter. Loading is one of the most important sources of variability. Another important source of variability is the strength of the stay cable. Finally, the reliability is assessed using Monte Carlo simulations.Many parameters used for predicting times to failure of structure due to fatigue are uncertain and their variations have a big influence on the real lifetime. This paper focus o...
Master's thesis in Structural engineeringThe subject of this thesis is to compare the use of a deter...
Marine power cables connected to moving devices at sea may experience millions of load cycles per ye...
The paper deals with evaluation of possible fatigue damage of existing steel crane structure. It is ...
In structures submitted to repeated variable loads, initiation and growth of cracks in the material ...
Fatigue fracture of bridge stay-cables is usually a multiscale process as the crack grows from micro...
A failure assessment method of stay cables containing fractured wires is presented through an exampl...
A failure assessment method of stay cables containing fractured wires is presented through an exampl...
This thesis treats the problem of fatigue life prediction. The emphasis is on the development of sim...
Uncertainty in structural and machine elements fatigue arises from two main sources. One source resi...
The fatigue reliability of a steel member in a bridge is estimated by using the probabilistic stress...
This research seeks to determine the remaining service life of a bridge or steel member under fatigu...
Rail authorities all over the world are paying attention to extend the service lives of railway brid...
The safe life method for the fatigue life prediction of steel bridges has for several cases been sho...
Nowadays it is commonly accepted that the safety of structures should be expressed in terms of reli-...
AbstractRail authorities all over the world are paying attention to extend the service lives of rail...
Master's thesis in Structural engineeringThe subject of this thesis is to compare the use of a deter...
Marine power cables connected to moving devices at sea may experience millions of load cycles per ye...
The paper deals with evaluation of possible fatigue damage of existing steel crane structure. It is ...
In structures submitted to repeated variable loads, initiation and growth of cracks in the material ...
Fatigue fracture of bridge stay-cables is usually a multiscale process as the crack grows from micro...
A failure assessment method of stay cables containing fractured wires is presented through an exampl...
A failure assessment method of stay cables containing fractured wires is presented through an exampl...
This thesis treats the problem of fatigue life prediction. The emphasis is on the development of sim...
Uncertainty in structural and machine elements fatigue arises from two main sources. One source resi...
The fatigue reliability of a steel member in a bridge is estimated by using the probabilistic stress...
This research seeks to determine the remaining service life of a bridge or steel member under fatigu...
Rail authorities all over the world are paying attention to extend the service lives of railway brid...
The safe life method for the fatigue life prediction of steel bridges has for several cases been sho...
Nowadays it is commonly accepted that the safety of structures should be expressed in terms of reli-...
AbstractRail authorities all over the world are paying attention to extend the service lives of rail...
Master's thesis in Structural engineeringThe subject of this thesis is to compare the use of a deter...
Marine power cables connected to moving devices at sea may experience millions of load cycles per ye...
The paper deals with evaluation of possible fatigue damage of existing steel crane structure. It is ...