Experimental and numerical study of unreinforced clay brick masonry walls subjected to vented gas explosions

2017 ◽  
Vol 104 ◽  
pp. 107-126 ◽  
Author(s):  
Zhan Li ◽  
Li Chen ◽  
Qin Fang ◽  
Hong Hao ◽  
Yadong Zhang ◽  
...  
Keyword(s):  
Numerical Study ◽  
Brick Masonry ◽  
Masonry Walls ◽  
Clay Brick ◽  
Gas Explosions

Experimental cyclic response assessment of partially grouted reinforced clay brick masonry walls

2018 ◽  
Vol 16 (7) ◽  
pp. 3127-3152 ◽  
Author(s):  
Cristián Sandoval ◽  
Sebastián Calderón ◽  
José Luis Almazán
Keyword(s):  
Response Assessment ◽  
Brick Masonry ◽  
Masonry Walls ◽  
Clay Brick ◽  
Cyclic Response ◽  
Reinforced Clay

scholarly journals Experimental and Numerical Study of Behaviour of Reinforced Masonry Walls with NSM CFRP Strips Subjected to Combined Loads

Buildings ◽  
2020 ◽  
Vol 10 (6) ◽  
pp. 103
Author(s):  
Houria Hernoune ◽  
Benchaa Benabed ◽  
Antonios Kanellopoulos ◽  
Alaa Hussein Al-Zuhairi ◽  
Abdelhamid Guettala
Keyword(s):  
Failure Modes ◽  
Numerical Study ◽  
Masonry Wall ◽  
Brick Masonry ◽  
Masonry Walls ◽  
Near Surface ◽  
Combined Loads ◽  
Reinforced Masonry ◽  
Brick And Mortar ◽  
Near Surface Mounted

Near surface mounted (NSM) carbon fibers reinforced polymer (CFRP) reinforcement is one of the techniques for reinforcing masonry structures and is considered to provide significant advantages. This paper is composed of two parts. The first part presents the experimental study of brick masonry walls reinforced with NSM CFRP strips under combined shear-compression loads. Masonry walls have been tested under vertical compression, with different bed joint orientations 90° and 45° relative to the loading direction. Different reinforcement orientations were used including vertical, horizontal, and a combination of both sides of the wall. The second part of this paper comprises a numerical analysis of unreinforced brick masonry (URM) walls using the detailed micro-modelling approach (DMM) by means of ABAQUS software. In this analysis, the non-linearity behavior of brick and mortar was simulated using the concrete damaged plasticity (CDP) constitutive laws. The results proved that the application of the NSM-CFRP strips on the masonry wall influences significantly strength, ductility, and post-peak behavior, as well as changing the failure modes. The adopted DMM model provides a good interface to predict the post peak behavior and failure mode of unreinforced brick masonry walls.

scholarly journals Numerical Analysis and Modelling of Heat Transfer Processes through Perforated Clay Brick Masonry Walls

2017 ◽  
Vol 38 ◽  
pp. 492-499 ◽  
Author(s):  
G. Kanellopoulos ◽  
V.G. Koutsomarkos ◽  
K.J. Kontoleon ◽  
K. Georgiadis-Filikas
Keyword(s):  
Heat Transfer ◽  
Numerical Analysis ◽  
Brick Masonry ◽  
Masonry Walls ◽  
Clay Brick ◽  
Transfer Processes

scholarly journals Out-of-plane behavior of clay brick masonry walls retrofitted with flexible deep mounted CFRP strips

2021 ◽  
Vol 228 ◽  
pp. 111448
Author(s):  
Ö.S. Türkmen ◽  
S.N.M. Wijte ◽  
B.T. De Vries ◽  
J.M. Ingham
Keyword(s):  
Brick Masonry ◽  
Masonry Walls ◽  
Clay Brick ◽  
Out Of Plane
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