Paper Titles

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

Shear Transfer Mechanisms of FRCM-Masonry Systems: A Critical Analysis of an Extended Database
p.335

Cyclic Out-of-Plane Behavior of FRCM-Strengthened Masonry Walls
p.344

Efficiency of Strengthening Interventions on Stone Masonry Panels through Grout Injection and FRCM
p.352

Experimental Study on the Local Behavior of CFRP Anchor Spikes Fixed to Masonry Substrates
p.361

Experimental Qualification of PBO-FRCM Composites for Retrofitting Masonry Structures
p.369

HomeKey Engineering MaterialsKey Engineering Materials Vol. 916Shear Transfer Mechanisms of FRCM-Masonry Systems:...

Shear Transfer Mechanisms of FRCM-Masonry Systems: A Critical Analysis of an Extended Database

Article Preview

Abstract:

In the context of the mechanical behaviour of FRCM (Fiber Reinforced Cementitious Matrix) composites as strengthening materials for masonry structures, an important issue is the evaluation of the shear transfer mechanisms between the FRCM material and the masonry. In this work a wide database of more than 500 experimental results of shear bond tests on FRCM-masonry specimens is collected. The data concern specimens made with different masonry supports and various FRCM materials. The data are subdivided into homogeneous classes. The occurrence of the different failure modes is studied and some considerations are assessed. Furthermore, the average peak shear stress and its variability is evaluated and a critical analysis is performed. Finally, a comparison among the failure tensile stress in the yarns obtained by i) the tensile tests on the dry textile meshes, by ii) the tensile tests on the FRCM specimens, and by iii) the bond tests on FRCM-masonry panel is provided.

You might also be interested in these eBooks

Mechanics of Masonry Structures Strengthened with Composite Materials IV

Info:

Periodical:

Key Engineering Materials (Volume 916)

Pages:

335-343

DOI:

https://doi.org/10.4028/p-z5k66l

Citation:

Cite this paper

Online since:

April 2022

Authors:

Francesca Nerilli*, Barbara Ferracuti

Keywords:

Bond Stress, Experimental Database, FRCM, Strengthening Of Masonry

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2022 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] G. De Felice, G. et al., Lessons learned on the tensile and bond behavior of fabric reinforced cementitious matrix (FRCM) composites, Frontiers in Built Environment 6,5 (2020).

DOI: 10.3389/fbuil.2020.00005

[2] F. Nerilli, et al., Micromechanical modeling of the constitutive response of FRCM composites. Constr. Build. Mater., 236 (2020) 117539.

DOI: 10.1016/j.conbuildmat.2019.117539

[3] F. Nerilli, B. Ferracuti, Investigation on the FRCM-masonry bond behaviour, In Proceedings of CICE 2018, Paris, France, (2018) 90-97.

[4] F.G. Carozzi, et al., Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures, Compos. Struct. 107 (2014) 711-725.

DOI: 10.1016/j.compstruct.2013.08.026

[5] J. Donnini, et al., Mechanical properties of FRCM using carbon fabrics with different coating treatments, Compos. B. Eng. 88 (2016) 220-228.

DOI: 10.1016/j.compositesb.2015.11.012

[6] V. Alecci, et al., Experimental investigation on bond behavior of cement-matrix–based composites for strengthening of masonry structures, J. Compos. Constr. 20(1) (2016) 04015041.

DOI: 10.1061/(asce)cc.1943-5614.0000598

[7] M. Santandrea, et al., An investigation of the debonding mechanism between FRCM composites and a masonry substrate, Key Eng. Mater. 747 (2017) 382-389.

DOI: 10.4028/www.scientific.net/kem.747.382

[8] A. Bilotta, A. et al., Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements, Compos. B. Eng. 129 (2017) 251-270.

DOI: 10.1016/j.compositesb.2017.05.075

[9] A. Bellini, C. Mazzotti, Bond behavior and tensile properties of FRCM composites applied on masonry panels, Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls (2016) 323-329.

DOI: 10.1201/9781315616995-42

[10] J. Gonzalez, et al., Bond Behaviour and Sustainability of Fibre Reinforced Cementitious Matrix Composites applied to Masonry Elements, In 15th ICCSE 2015 (2015) 1-4.

[11] C. Caggegi, et al., Experimental Study on the Effectiveness of Masonry-Basalt TRM Reinforced Systems Characterized by Different Fiber Grid Densities, Key Eng. Mater. 747 (2017) 266-273.

DOI: 10.4028/www.scientific.net/kem.747.266

[12] M. Leone et al., Experimental Analysis on Bond Behavior of GFRCM Applied on Clay Brick Masonry, Key Eng. Mater. 747 (2017) 542-549.

DOI: 10.4028/www.scientific.net/kem.747.542

[13] G.P. Lignola, et al., Performance assessment of basalt FRCM for retrofit applications on masonry, Compos. B. Eng. 128 (2017) 1-18.

[14] M. Leone, et al., Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate, Compos. B. Eng. 127 (2017) 196-214.

DOI: 10.1016/j.compositesb.2017.06.028

[15] F.G. Carozzi, et al., Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements, Compos. B. Eng. 128 (2017) 100-119.

DOI: 10.1016/j.compositesb.2017.06.018

[16] C. Caggegi, et al., Experimental analysis on tensile and bond properties of PBO and aramid fabric reinforced cementitious matrix for strengthening masonry structures, Compos. B. Eng. 127 (2017) 175-195.

DOI: 10.1016/j.compositesb.2017.05.048

[17] A. Bellini, et al., Cyclic bond behavior of FRCM composites applied on masonry substrate, Compos. B. Eng 169 (2019) 189-199.

DOI: 10.1016/j.compositesb.2019.04.009

[18] K. Al-Lami, et al., Study of the Bond Capacity of FRCM-and SRG-Masonry Joints. Civil.Eng, 2(1) (2021) 68-86.

DOI: 10.3390/civileng2010005

[19] L. Ombres, et al., Bond between carbon fabric-reinforced cementitious matrix and masonry substrate, J. Mater. in Civ. Eng. 31(1) (2019) 04018356.

DOI: 10.1061/(asce)mt.1943-5533.0002561

[20] F. Abu Obaida, et al., Bond Behavior of Carbon Fabric-Reinforced Matrix Composites: Geopolymeric Matrix versus Cementitious Mortar, Buildings 11(5) (2021) 207.

DOI: 10.3390/buildings11050207

[21] A.S. Calabrese, et al., Study of the influence of interface normal stresses on the bond behavior of FRCM composites using direct shear and modified beam tests, Constr. Build. Mater. 262 (2020) 120029.

DOI: 10.1016/j.conbuildmat.2020.120029

[22] L. Ombres, et al., Analisys of the bond between fabric reinforced cementitious mortar (FRCM) strengthening system and masonry, In Rehabend 2016, Burgos (Spain) (2016) 1269-1276.

[23] J. Donnini, et al., Bond behavior of FRCM carbon yarns embedded in a cementitious matrix: Experimental and numerical results, Key Eng. Mater. 747 (2017) 305-312.

DOI: 10.4028/www.scientific.net/kem.747.305

[24] A. D'Ambrisi, et al., Experimental and analytical investigation on bond between Carbon-FRCM materials and masonry, Compos. B. Eng. 46 (2013) 15-20.

[25] F.G. Carozzi, C. Poggi, Mechanical properties and debonding strength of Fabric Reinforced Cementitious Matrix (FRCM) systems for masonry strengthening, Compos. B. Eng. 70 (2015) 215-230.

DOI: 10.1016/j.compositesb.2014.10.056

[26] L. Ascione, et al., A qualification method for externally bonded Fibre Reinforced Cementitious Matrix (FRCM) strengthening systems, Compos. B. Eng. 78 (2015) 497-506.

DOI: 10.1016/j.compositesb.2015.03.079