A damage detection and assessment method has been developed in this paper using the concepts of inverse method and fracture mechanics. The objectives are to detect, locate, and quantify any damage that has occurred within a beam during its service using displacement measurements taken at arbitrary points along it. Grobner bases are used to check the compatibility among the measured displacement data. Any incompatibility among those measured values indicates some damage. The curvatures are computed using the finite-difference technique. These curvatures show abrupt change at damaged locations. The damage is quantified in terms of crack length, and an analytical model is developed using a cracked-beam finite element
This paper presents a diagnostic technique for the identification of two cracks of equal severity in...
For the small crack detection (crack ration less than 5%), the derivatives of mode shapes of cantile...
In this paper, the capabilities of displacement curvature derived from static response data for find...
A damage detection and assessment method has been developed in this paper using the concepts of inve...
This paper addresses the problem of identifying structural damage affecting one zone of a beam using...
A novel simple method using static test data for damage detection, localization, and quanti cation ...
ABSTRACT. This paper discusses a new method for damage detection based on the most fundamental conce...
In this work, a model of the Euler–Bernoulli beam in presence of multiple‐concentrated open cracks, ...
This paper discusses a new method for damage detection based on the most fundamental concept in cont...
AbstractDetection of cracks in mechanical components as earlier as possible enables structural healt...
This study presents the theory and application of nondestructive damage detection of structures, and...
The detection of damage will become one of the most frequent applications of identification techniqu...
Damage measures, one of the important parameters in Structural Health Monitoring (SHM), and useful i...
The objective of this work is to use natural frequencies for the localization and quantification of ...
This paper addresses the problem of damage identification in beam-like structures on the base of ben...
This paper presents a diagnostic technique for the identification of two cracks of equal severity in...
For the small crack detection (crack ration less than 5%), the derivatives of mode shapes of cantile...
In this paper, the capabilities of displacement curvature derived from static response data for find...
A damage detection and assessment method has been developed in this paper using the concepts of inve...
This paper addresses the problem of identifying structural damage affecting one zone of a beam using...
A novel simple method using static test data for damage detection, localization, and quanti cation ...
ABSTRACT. This paper discusses a new method for damage detection based on the most fundamental conce...
In this work, a model of the Euler–Bernoulli beam in presence of multiple‐concentrated open cracks, ...
This paper discusses a new method for damage detection based on the most fundamental concept in cont...
AbstractDetection of cracks in mechanical components as earlier as possible enables structural healt...
This study presents the theory and application of nondestructive damage detection of structures, and...
The detection of damage will become one of the most frequent applications of identification techniqu...
Damage measures, one of the important parameters in Structural Health Monitoring (SHM), and useful i...
The objective of this work is to use natural frequencies for the localization and quantification of ...
This paper addresses the problem of damage identification in beam-like structures on the base of ben...
This paper presents a diagnostic technique for the identification of two cracks of equal severity in...
For the small crack detection (crack ration less than 5%), the derivatives of mode shapes of cantile...
In this paper, the capabilities of displacement curvature derived from static response data for find...