Numerical Modelling of Infilled Clay Brick Masonry under Blast Loading

2014 ◽  
Vol 17 (4) ◽  
pp. 591-606 ◽  
Author(s):  
A.K. Pandey ◽  
R.S. Bisht
2018 ◽  
Vol 32 (5) ◽  
pp. 04018058 ◽  
Author(s):  
Alper Aldemir ◽  
Baris Binici ◽  
Erdem Canbay ◽  
Ahmet Yakut

2010 ◽  
Author(s):  
Z. W. Guan ◽  
W. J. Cantwell ◽  
Jane W. Z. Lu ◽  
Andrew Y. T. Leung ◽  
Vai Pan Iu ◽  
...  

2019 ◽  
Vol 14 (51) ◽  
pp. 288-312
Author(s):  
Giancarlo Ramaglia ◽  
Gian Piero Lignola ◽  
Andrea Prota

2018 ◽  
Vol 16 (7) ◽  
pp. 3127-3152 ◽  
Author(s):  
Cristián Sandoval ◽  
Sebastián Calderón ◽  
José Luis Almazán

2021 ◽  
pp. 495-504
Author(s):  
Sameer Kumar Behera ◽  
Vivek Kumar ◽  
Amit kumar ◽  
Anoop Chawla ◽  
Devendra K. Dubey

2017 ◽  
Vol 747 ◽  
pp. 542-549
Author(s):  
Marianovella Leone ◽  
Valeria Rizzo ◽  
Francesco Micelli ◽  
Maria Antonietta Aiello

External bonded reinforcements (EBR), made by fibrous meshes embedded in a cementitious/hydraulic lime mortar, are getting a great deal of attention, mostly for strengthening, retrofitting and repair existing structures. In this context, the interest versus the FRCM (Fiber Reinforced Cementitious Matrix) is growing. The mechanical performance of these mortar-based reinforcements is not well known at the date and it needs to be investigated in terms of bond and tensile strength, strain and stiffness, in relation to the type of both substrate and fibers. The present work reports the results of an experimental study, still in progress, on different pre-cured GFRP grids embedded in inorganic matrices and applied on clay brick masonry. First, the mechanical properties of both pre-cured GFRP grid and GFRCM reinforcements were obtained through tensile tests. Then, the experimental investigation on bond behavior was carried out by direct shear bond test. The test results were collected and processed to evaluate bond strength, failure mode, load-slip relationship.


Sign in / Sign up

Export Citation Format

Share Document