Abstract
Vibration based on structural damage detection (DD) is an important subject in many fields of engineering. Detection of possible damage locations before destructive stiffness losses in the engineering structures occur, is a main goal of DD. This paper describes the damage detection in structural elements by means of Particle Swarm Optimization algorithm (PSO). In this regard, the finite element model of a Timoshenko beam is considered, and damage is assumed as a stiffness loss in some elements. Damage locations and extents are identified minimizing some well-known modal parameter based objective functions. It is concluded that modal flexibility is the best among the considered damage indexes. Also, the results show that PSO is an effective optimization approach in structural damage detection.
Kurzfassung
Die vibrationsbasierte Erkennung von Strukturschäden (Damage Detection (DD)) ist ein bedeutender Punkt in vielen Feldern des Ingeniuerwesens. Das Hauptziel von DD ist es es, mögliche Schädigungsorte vor zerstörerischen Steifigkeitsverlusten zu erkennen. Der vorliegende Beitrag beafsst sich mit der Schädigungserkennung in Strukturelementen mit dem Algorithmus der Partikel-Schwarm-Optimierung (PSO). Hierzu wurde das Finite Elemente Modell einens Timoshenko-Balkens herangezogen und als Schädigung wurde ein Steifigkeitsverlust in einigen Elementen angenommen. Die Orte und Ausdehnungen der Schädigungen wurde identifiziert durch die Minimierung bekannter Modalparameter-basierter objektiver Funktionen. Aus der Studie folgt, dass die modale Flexibilität der beste unter den berücksichtigten Schädigungsindikatoren ist. Darüber hinaus zeigen die Ergebnisse, dass PSO ein effektiver Optimierungsansatz in der strukturellen Schädigungserkennung ist.
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