The results obtained varying the size of the masonry prism involved in the double flat-jack test are described. In these tests, not only the deformations have been acquired, but also the acoustic emissions (AE) events, in order to get information about local cracking in the specimens. In addition, a meso-scale numerical model of the test is presented, where every brick of the masonry is modeled in details. Discrete cracks can arise both in the mortar joints and in the brick units. A good correlation is found between the amount of cracking simulated numerically and the experimental AE events for different prism sizes. The model is also able to catch the decrease in the compressive strength with increasing size. Although a quantitative relatio...
Acoustic emission (AE) has been used since long on metal elements and structures. More recently appl...
It has been shown in acoustic emission literature that the distance between a possible cracking even...
To accurately assess the performance of existing unreinforced masonry (URM) structures, the mechanic...
In the present paper, we describe the results obtained from double flat-jack tests performed varying...
Acoustic Emission (AE) has recently been exploited by the authors in order to assess the safety of c...
Four numerical simulations of the double flat-jack test on a historic brick masonry wall, using a f...
Four numerical simulations of the double flat-jack test on a historic brick masonry wall, using a f...
Four numerical simulations of the double flat-jack test on a historic brick masonry wall, using a f...
The authors have more then ten years experience on the application of flat jack tests on site. Sing...
The authors have more then ten years experience on the application of flat jack tests on site. Sing...
In the present study, Acoustic Emission (AE) monitoring technique is applied in order to characteriz...
Within the framework of some dramatic collapses of historical masonry structures, a test program has...
To study the cracking process of the wall caused by differential settlement under a uniformly distri...
Acoustic emission (AE) has been used since long on metal elements and structures. More recently appl...
Acoustic emission (AE) is a powerful technique for detection and analysis of the elastic waves produ...
Acoustic emission (AE) has been used since long on metal elements and structures. More recently appl...
It has been shown in acoustic emission literature that the distance between a possible cracking even...
To accurately assess the performance of existing unreinforced masonry (URM) structures, the mechanic...
In the present paper, we describe the results obtained from double flat-jack tests performed varying...
Acoustic Emission (AE) has recently been exploited by the authors in order to assess the safety of c...
Four numerical simulations of the double flat-jack test on a historic brick masonry wall, using a f...
Four numerical simulations of the double flat-jack test on a historic brick masonry wall, using a f...
Four numerical simulations of the double flat-jack test on a historic brick masonry wall, using a f...
The authors have more then ten years experience on the application of flat jack tests on site. Sing...
The authors have more then ten years experience on the application of flat jack tests on site. Sing...
In the present study, Acoustic Emission (AE) monitoring technique is applied in order to characteriz...
Within the framework of some dramatic collapses of historical masonry structures, a test program has...
To study the cracking process of the wall caused by differential settlement under a uniformly distri...
Acoustic emission (AE) has been used since long on metal elements and structures. More recently appl...
Acoustic emission (AE) is a powerful technique for detection and analysis of the elastic waves produ...
Acoustic emission (AE) has been used since long on metal elements and structures. More recently appl...
It has been shown in acoustic emission literature that the distance between a possible cracking even...
To accurately assess the performance of existing unreinforced masonry (URM) structures, the mechanic...