An algorithm for detecting cracks on the beams and a statistical process for minimising the measurement errors in experiments are presented in this paper. Natural frequencies are determined by using the theoretical model for different depths and locations of single crack. The ratios of cracked and un-cracked beam's natural frequencies constitute the prediction tables scaled in two axes as crack location and crack depth. Frequency contour lines corresponding to measured natural frequency ratios are matched with the interpolated prediction table, called frequency map, and are used for detection of a single crack. However, contour lines do not give any information about the existence of two cracks. The algorithm presented in this paper makes i...
AbstractThe natural frequencies of cracked and uncracked clamped-clamped beam are measured using sin...
Abstract For many years, several crack detection attempts have been using measurements of the struct...
Identifying cracks in the incipient state is essential to prevent the failure of engineering structu...
Abstract In this paper, natural frequency based forward and inverse methods are proposed for identif...
In this paper, natural frequency based forward and inverse methods are proposed for identifying mult...
A method for prediction of location and size of multiple cracks based on measurement of natural freq...
A method for detection of multiple open cracks in a slender Euler-Bernoulli beams is presented based...
The objective of this work is to use natural frequencies for the localization and quantification of ...
A new method is devised for locating a single crack in a frame using natural frequency degradations....
This paper presents a diagnostic technique for the identification of two cracks of equal severity in...
Crack in a vibrating component changes the physical characteristics of a structure which in turn alt...
Tapered cantilever beams are widely used as machine elements and structural elements in mechanical, ...
Numerical cases of the use of natural frequencies to identify crack location and crack depth in beam...
The investigation of a crack in a cantilever beam is very imperative in various mechanical applicati...
A method is presented for the detection and monitoring of structural cracks, based on measurements o...
AbstractThe natural frequencies of cracked and uncracked clamped-clamped beam are measured using sin...
Abstract For many years, several crack detection attempts have been using measurements of the struct...
Identifying cracks in the incipient state is essential to prevent the failure of engineering structu...
Abstract In this paper, natural frequency based forward and inverse methods are proposed for identif...
In this paper, natural frequency based forward and inverse methods are proposed for identifying mult...
A method for prediction of location and size of multiple cracks based on measurement of natural freq...
A method for detection of multiple open cracks in a slender Euler-Bernoulli beams is presented based...
The objective of this work is to use natural frequencies for the localization and quantification of ...
A new method is devised for locating a single crack in a frame using natural frequency degradations....
This paper presents a diagnostic technique for the identification of two cracks of equal severity in...
Crack in a vibrating component changes the physical characteristics of a structure which in turn alt...
Tapered cantilever beams are widely used as machine elements and structural elements in mechanical, ...
Numerical cases of the use of natural frequencies to identify crack location and crack depth in beam...
The investigation of a crack in a cantilever beam is very imperative in various mechanical applicati...
A method is presented for the detection and monitoring of structural cracks, based on measurements o...
AbstractThe natural frequencies of cracked and uncracked clamped-clamped beam are measured using sin...
Abstract For many years, several crack detection attempts have been using measurements of the struct...
Identifying cracks in the incipient state is essential to prevent the failure of engineering structu...