Non-Destructive Testing of masonry arch bridges - an overview

Bautechnik ◽  
2008 ◽  
Vol 85 (10) ◽  
pp. 711-717 ◽  
Author(s):  
Zoltan Orbán ◽  
Grigory Yakovlev ◽  
Grigory Pervushin
2010 ◽  
Vol 133-134 ◽  
pp. 301-306 ◽  
Author(s):  
Alberto Carpinteri ◽  
Alessandro de Stefano ◽  
Stefano Invernizzi ◽  
Gianluca Ruocci ◽  
Giuseppe Lacidogna ◽  
...  

A scaled model of a two-span masonry arch bridge has been built in order to investigate the effect of the central pile settlement due to riverbank erosion. The bridge model has been equipped with different Non Destructive Testing (NDT) instruments and subjected to incremental settlement of the pier. The evolution of the pier scour has been investigated experimentally by means of a hydraulic model and reproduced accordingly. The numerical interpretation of damage, carried out by finite element analyses, has been compared with the results of the Acoustic Emissions (AE) monitoring. Several ultrasonic emissions have been detected and main damage source areas have been localized.


2013 ◽  
Vol 64 (2) ◽  
pp. 21001 ◽  
Author(s):  
Jean-Luc Bodnar ◽  
Jean-Jacques Metayer ◽  
Kamel Mouhoubi ◽  
Vincent Detalle

2020 ◽  
pp. 54-59
Author(s):  
A. A. Yelizarov ◽  
A. A. Skuridin ◽  
E. A. Zakirova

A computer model and the results of a numerical experiment for a sensitive element on a planar mushroom-shaped metamaterial with cells of the “Maltese cross” type are presented. The proposed electrodynamic structure is shown to be applicable for nondestructive testing of geometric and electrophysical parameters of technological media, as well as searching for inhomogeneities in them. Resonant frequency shift and change of the attenuation coefficient value of the structure serve as informative parameters.


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