AbstractThe present research article analyzes the response of a single cracked cantilever beam subjected to moving load. The equation of motion of the damaged structure under moving load has been developed using continuum mechanics and Duhamel integral has been incorporated to get the solution. The deflection produced during the traversing of the load across the structure has been determined at the free end as well as each position of the mass on the beam. A computational work with various examples has been carried out for the damaged structure and the influence of numerous parameters such as speed, mass, crack depth and location on the response of the damaged structure have been analyzed
AbstractIn this article, the dynamic responses of a Timoshenko beam subjected to a moving mass, and ...
This study presents dynamic analysis of pre-stressed elastic beams under the action of moving mass l...
The high-speed railways require more viaduct than a conventional railway. When the viaduct is subjec...
AbstractThe present research article analyzes the response of a single cracked cantilever beam subje...
The present work emphasizes the dynamic response of cracked cantilever beam subjected to a moving ma...
This study is devoted to the investigation of the vibration of a cracked cantilever beam under movin...
This work is focused on determining the response of a multi-cracked structure in the presence of dif...
This paper investigates the inertial effects of the passage of a moving oscillator over a single spa...
PurposeThis study aims to perform dynamic response analysis of damaged rigid-frame bridges under mul...
In recent years there have been a growing number of publications on procedures for damage detection ...
This paper investigates the variation of critical vehicle speeds arising from damaged beam – moving ...
This paper demonstrates the feasibility of simultaneously identifying both the location and severity...
The dynamic responses of a beam subjected to a moving load or moving masses have been of importance ...
Dynamic response of Euler-Bernoulli beam subjected to concentrated moving load was investigated in t...
International audienceAn analytical model is developed to calculate the dynamic response of a cracke...
AbstractIn this article, the dynamic responses of a Timoshenko beam subjected to a moving mass, and ...
This study presents dynamic analysis of pre-stressed elastic beams under the action of moving mass l...
The high-speed railways require more viaduct than a conventional railway. When the viaduct is subjec...
AbstractThe present research article analyzes the response of a single cracked cantilever beam subje...
The present work emphasizes the dynamic response of cracked cantilever beam subjected to a moving ma...
This study is devoted to the investigation of the vibration of a cracked cantilever beam under movin...
This work is focused on determining the response of a multi-cracked structure in the presence of dif...
This paper investigates the inertial effects of the passage of a moving oscillator over a single spa...
PurposeThis study aims to perform dynamic response analysis of damaged rigid-frame bridges under mul...
In recent years there have been a growing number of publications on procedures for damage detection ...
This paper investigates the variation of critical vehicle speeds arising from damaged beam – moving ...
This paper demonstrates the feasibility of simultaneously identifying both the location and severity...
The dynamic responses of a beam subjected to a moving load or moving masses have been of importance ...
Dynamic response of Euler-Bernoulli beam subjected to concentrated moving load was investigated in t...
International audienceAn analytical model is developed to calculate the dynamic response of a cracke...
AbstractIn this article, the dynamic responses of a Timoshenko beam subjected to a moving mass, and ...
This study presents dynamic analysis of pre-stressed elastic beams under the action of moving mass l...
The high-speed railways require more viaduct than a conventional railway. When the viaduct is subjec...