Experimental investigation of in-plane shear behaviour of grey clay brick masonry panels strengthened with SRG

2018 ◽  
Vol 162 ◽  
pp. 84-96 ◽  
Author(s):  
Xuan Wang ◽  
Chi Chiu Lam ◽  
Vai Pan Iu
Keyword(s):  
Experimental Investigation ◽  
Brick Masonry ◽  
Shear Behaviour ◽  
Clay Brick ◽  
Plane Shear

Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels

2006 ◽  
Vol 20 (5) ◽  
pp. 308-321 ◽  
Author(s):  
A. Gabor ◽  
E. Ferrier ◽  
E. Jacquelin ◽  
P. Hamelin
Keyword(s):  
Brick Masonry ◽  
Shear Behaviour ◽  
Plane Shear ◽  
Hollow Brick

Analysis of the in-plane shear behaviour of FRP reinforced hollow brick masonry walls

2005 ◽  
Vol 19 (3) ◽  
pp. 237-260 ◽  
Author(s):  
A. Gabor ◽  
E. Ferrier ◽  
E. Jacquelin ◽  
P. Hamelin
Keyword(s):  
Brick Masonry ◽  
Shear Behaviour ◽  
Masonry Walls ◽  
Plane Shear ◽  
Hollow Brick

scholarly journals Analysis of the Behavior of FRCM Confined Clay Brick Masonry Columns

Fibers ◽  
2020 ◽  
Vol 8 (2) ◽  
pp. 11 ◽  
Author(s):  
Luciano Ombres ◽  
Salvatore Verre
Keyword(s):  
Experimental Investigation ◽  
Compressive Load ◽  
Structural Response ◽  
Ultimate Strain ◽  
Brick Masonry ◽  
Small Scale ◽  
Clay Brick ◽  
Eccentric Load ◽  
Axial Capacity ◽  
Confinement System

The behavior of FRCM (Fabric Reinforced Cementitious Mortar) confined clay brick masonry columns is analyzed in this paper. The results of an experimental investigation conducted on small-scale columns made by clay brick masonry confined with steel-FRCM (or Steel Reinforced Grout, SRG), PBO (poly-paraphenylene-benzo-bisoxazole) FRCM and basalt-FRCM, tested under monotonic compressive load, are described and discussed. Tests were conducted on thirteen prismatic columns; eleven columns (two unconfined and nine confined) were tested under concentric load while an eccentric load was applied on two confined columns. For each confinement system, the parameters investigated were the ‘confinement ratio’, the ‘load eccentricity’ and the ‘overlap configuration of the fiber fabrics’. FRCM confinement improved the structural response of masonry columns in terms of ultimate strength, ultimate strain and ductility. Some models from the literature were also examined to evaluate their applicability in predicting the axial capacity of confined columns.

Experimental In-Plane Shear Capacity of Clay Brick Masonry Panels Strengthened with FRCM and FRM Composites

2019 ◽  
Vol 23 (5) ◽  
pp. 04019038 ◽  
Author(s):  
Marta Del Zoppo ◽  
Marco Di Ludovico ◽  
Alberto Balsamo ◽  
Andrea Prota
Keyword(s):  
Shear Capacity ◽  
Brick Masonry ◽  
Clay Brick ◽  
Plane Shear

In Situ Lateral Load Testing of a Two-Story Solid Clay Brick Masonry Building

2018 ◽  
Vol 32 (5) ◽  
pp. 04018058 ◽  
Author(s):  
Alper Aldemir ◽  
Baris Binici ◽  
Erdem Canbay ◽  
Ahmet Yakut
Keyword(s):  
Lateral Load ◽  
Brick Masonry ◽  
Masonry Building ◽  
Load Testing ◽  
Clay Brick
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