In this paper a criteria for optimal fatigue inspection scheduling is proposed and applied to an offshore platform in Mexico. The formulation includes the estimation of structural reliability and life-cycle costs associated to a particular inspection schedule. Both estimations are performed considering the potential occurrence of fatigue cracks on the whole platform not just for a particular joint. The structural reliability is based on a fracture mechanics model and the costs correspond to the failure and inspection and repair events as they may occur during the life of the structure. The application involves the specific costs, structural properties, environmental loading and inspection and repair practices as used in Mexico
Abstract: A simplified and practically applicable approach for risk based inspection planning of fa...
A simplified and practically applicable approach for risk based inspection planning of fatigue sensi...
Fatigue damage is an important deterioration mechanism for steel bridges. This paper describes a sim...
A formulation of optimal design, inspection and maintenance against damage caused by fatigue crack g...
ABSTRACT: A reliability-based method for inspection scheduling of steel bridges is proposed to yiel...
During the last 30 years a methodology for planning in-service inspection of fatigue cracks based on...
textStructural reliability techniques can be employed to evaluate the fatigue performance of fractur...
textStructural reliability techniques can be employed to evaluate the fatigue performance of fractur...
The 14th International Conference on Probabilistic Safety Assessment and Management (PSAM 14), Los A...
The 14th International Conference on Probabilistic Safety Assessment and Management (PSAM 14), Los A...
The Twenty-eighth (2018) International Ocean and Polar Engineering Conference, Sapporo, Japan, 10-15...
The Twenty-eighth (2018) International Ocean and Polar Engineering Conference, Sapporo, Japan, 10-15...
Up to now inspections of technical structures are still often performed after fixed time intervals. ...
The 16th International Probabilistic Workshop (IPW2018), Vienna, Austria, 12-14 September 2018Mainte...
The 16th International Probabilistic Workshop (IPW2018), Vienna, Austria, 12-14 September 2018Mainte...
Abstract: A simplified and practically applicable approach for risk based inspection planning of fa...
A simplified and practically applicable approach for risk based inspection planning of fatigue sensi...
Fatigue damage is an important deterioration mechanism for steel bridges. This paper describes a sim...
A formulation of optimal design, inspection and maintenance against damage caused by fatigue crack g...
ABSTRACT: A reliability-based method for inspection scheduling of steel bridges is proposed to yiel...
During the last 30 years a methodology for planning in-service inspection of fatigue cracks based on...
textStructural reliability techniques can be employed to evaluate the fatigue performance of fractur...
textStructural reliability techniques can be employed to evaluate the fatigue performance of fractur...
The 14th International Conference on Probabilistic Safety Assessment and Management (PSAM 14), Los A...
The 14th International Conference on Probabilistic Safety Assessment and Management (PSAM 14), Los A...
The Twenty-eighth (2018) International Ocean and Polar Engineering Conference, Sapporo, Japan, 10-15...
The Twenty-eighth (2018) International Ocean and Polar Engineering Conference, Sapporo, Japan, 10-15...
Up to now inspections of technical structures are still often performed after fixed time intervals. ...
The 16th International Probabilistic Workshop (IPW2018), Vienna, Austria, 12-14 September 2018Mainte...
The 16th International Probabilistic Workshop (IPW2018), Vienna, Austria, 12-14 September 2018Mainte...
Abstract: A simplified and practically applicable approach for risk based inspection planning of fa...
A simplified and practically applicable approach for risk based inspection planning of fatigue sensi...
Fatigue damage is an important deterioration mechanism for steel bridges. This paper describes a sim...