We consider the inverse problem of identifying a single open crack in a longitudinally vibrating rod having non-uniform smooth profile. Without any a priori assumption on the smallness of the damage and assuming that the rod profile is symmetric with respect to the mid-point of the rod axis, we present a constructive diagnostic algorithm from minimal frequency data. We show that the crack can be uniquely identified, up to a symmetric position, from the first two positive natural frequencies of the rod under free-free end conditions. We also show that the non-uniqueness of the damage location can be removed by using as data the first positive resonant frequency of the free-free rod and the first antiresonant frequency of the driving-point fr...
This paper deals with the identification of a single open crack in a vibrating beam, either under ax...
Abstract In this paper, natural frequency based forward and inverse methods are proposed for identif...
In this paper it is shown that natural frequency and antiresonant frequency shifts induced by a stru...
We consider the inverse problem of identifying a single open crack in a longitudinally vibrating rod...
This paper deals with the identification of a single crack in a vibrating rod based on the knowledge...
In this paper we consider the identification of two cracks of equal severity in a uniform free-free ...
In this paper we consider the problem of identifying an open crack in a longitudinally vibrating rod...
This paper presents a diagnostic technique for the identification of two cracks of equal severity in...
Identification of two cracks with different severity in beams and rods from minimal frequency data L...
It has been known for a long time that the problem of identifying two small cracks in a simply suppo...
The basic problem in structural diagnostics via dynamic methods consists in determining the position...
We consider the identification of a single open crack in a simply supported beam having nonuniform s...
In this paper it is shown that natural frequency and antiresonant frequency shifts induced by struct...
This paper deals with the inverse problem of identifying a crack in a rod in axial vibration with pa...
The objective of this work is to use natural frequencies for the localization and quantification of ...
This paper deals with the identification of a single open crack in a vibrating beam, either under ax...
Abstract In this paper, natural frequency based forward and inverse methods are proposed for identif...
In this paper it is shown that natural frequency and antiresonant frequency shifts induced by a stru...
We consider the inverse problem of identifying a single open crack in a longitudinally vibrating rod...
This paper deals with the identification of a single crack in a vibrating rod based on the knowledge...
In this paper we consider the identification of two cracks of equal severity in a uniform free-free ...
In this paper we consider the problem of identifying an open crack in a longitudinally vibrating rod...
This paper presents a diagnostic technique for the identification of two cracks of equal severity in...
Identification of two cracks with different severity in beams and rods from minimal frequency data L...
It has been known for a long time that the problem of identifying two small cracks in a simply suppo...
The basic problem in structural diagnostics via dynamic methods consists in determining the position...
We consider the identification of a single open crack in a simply supported beam having nonuniform s...
In this paper it is shown that natural frequency and antiresonant frequency shifts induced by struct...
This paper deals with the inverse problem of identifying a crack in a rod in axial vibration with pa...
The objective of this work is to use natural frequencies for the localization and quantification of ...
This paper deals with the identification of a single open crack in a vibrating beam, either under ax...
Abstract In this paper, natural frequency based forward and inverse methods are proposed for identif...
In this paper it is shown that natural frequency and antiresonant frequency shifts induced by a stru...