Structural Performances of Clay Brick Masonry Columns Partially Confined with FRCM/SRG Composites

Luciano Ombres; Marielda Guglielmi; Salvatore Verre

doi:10.4028/p-2y075q

Paper Titles

Experimental Investigation on Strengthening of Soft Clay Brick Masonry Columns under Compression with Fiber-Reinforced Inorganic and Organic Matrixes
p.267

Experimental Investigation on Flexural Performance of Masonry Wallettes Strengthened with Cementitious Matrix Grid
p.275

Experimental Investigation on the Bond Behaviour of Masonry Element Strengthened with Carbon-TRM and Steel-TRM
p.283

Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient
p.289

Structural Performances of Clay Brick Masonry Columns Partially Confined with FRCM/SRG Composites
p.297

Failure Modes of Masonry Pillars Strengthened with PBO Fibres
p.305

Bond Behavior of Steel Cords for SRG Systems to Cementitious and Lime Based Mortar
p.313

Diagonal Compression Tests on Stone Masonry Wallettes Jacketed with Different Techniques
p.319

In-Plane Behavior of Adobe Masonry Wallets Strengthened through Inorganic Matrix-Grid Composites
p.328

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Structural Performances of Clay Brick Masonry Columns Partially Confined with FRCM/SRG Composites

Abstract:

The paper refers to the results of an experimental investigation on partially FRCM confined clay brick masonry. Seven small-scale masonry columns (square cross-section 250x250 mm, overall height 770 mm) were tested under monotonic centred load until collapse. The confining system (basalt-FRCM, SRG) and the number of the confining layers (i.e., 1, 2, and 3) were the varied parameters. Failure modes, load-displacements curves (both axial and transversal) and peak loads were reported and discussed in the paper. The performed research aims to contribute to the knowledge in the field of FRCM/SRG-confinement, mainly focusing on the influence of some of the mentioned parameters. The obtained results could be considered for the validation or the improvement of analytical design-oriented formulas.

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Periodical:

Key Engineering Materials (Volume 916)

Pages:

297-304

DOI:

https://doi.org/10.4028/p-2y075q

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Online since:

April 2022

Authors:

Luciano Ombres*, Marielda Guglielmi, Salvatore Verre

Keywords:

FRCM, Masonry Columns, Partial Confinement, SRG (Steel Reinforced Grout)

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