Presented is a dynamics-based boundary effect evaluation (BEE) method for pinpointing crack locations and estimating crack sizes using only operational deflection shapes (ODSs) measured by a scanning laser vibrometer. An ODS consists of central and boundary solutions. Central solutions are periodic functions, and boundary solutions are exponentially decaying functions due to boundary constraints. The BEE method uses a sliding-window curve-fitting technique to extract boundary solutions from an experimental ODS. Because cracks introduce localized small boundaries to a structure, boundary solutions exist around cracks as well as structural boundaries. Since crack-induced boundary solutions show characteristics different from those of actual b...
An identification procedure to determine the crack characteristics (location and size of the crack) ...
Sensibility analysis of experimentally measured frequencies as a criterion for crack detection has b...
Abstract A previous study has shown that the mode shapes of a beam are more sensitive to damage than...
This research presents development of vibration-based crack detection method using operating deflect...
This paper discusses an algorithm for the detection of crack damage in plate structures based on the...
In this study, an inverse method for the purpose of identifying the parameters of a single-edge crac...
This paper discusses a new method for detection of crack damage in plate structures based on direct ...
The aim of this study is to introduce a method for crack detection and simultaneously assessing boun...
A method is presented for the detection and monitoring of structural cracks, based on measurements o...
Crack in any structure changes the dynamic behaviour of the structure and by examining this change l...
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 ...
In this note a method for prediction of location and size of a crack based on measurements of natura...
Crack in any structure changes the dynamic behaviour of the structure and by examining this change l...
An identification procedure to determine the crack characteristics (location and size of the crack) ...
Sensibility analysis of experimentally measured frequencies as a criterion for crack detection has b...
Abstract A previous study has shown that the mode shapes of a beam are more sensitive to damage than...
This research presents development of vibration-based crack detection method using operating deflect...
This paper discusses an algorithm for the detection of crack damage in plate structures based on the...
In this study, an inverse method for the purpose of identifying the parameters of a single-edge crac...
This paper discusses a new method for detection of crack damage in plate structures based on direct ...
The aim of this study is to introduce a method for crack detection and simultaneously assessing boun...
A method is presented for the detection and monitoring of structural cracks, based on measurements o...
Crack in any structure changes the dynamic behaviour of the structure and by examining this change l...
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 ...
In this note a method for prediction of location and size of a crack based on measurements of natura...
Crack in any structure changes the dynamic behaviour of the structure and by examining this change l...
An identification procedure to determine the crack characteristics (location and size of the crack) ...
Sensibility analysis of experimentally measured frequencies as a criterion for crack detection has b...
Abstract A previous study has shown that the mode shapes of a beam are more sensitive to damage than...