Effects of Defects on Masonry Confinement with Inorganic Matrix Composites

Author:

Lignola Gian Piero1ORCID,Manfredi Gaetano1,Prota Andrea1

Affiliation:

1. Department of Structures for Engineering and Architecture, University of Naples “Federico II”, 80125 Napoli, Italy

Abstract

Fabric-reinforced cementitious matrix (FRCM) composites are currently considered a suitable solution for strengthening existing structures. Confinement applications are still being investigated, since experimental programs showed significant scatter in the results and theoretical models are struggling to become established as a consequence. The main aim of this study is the identification of potential sources of scatter in the confinement efficiency of FRCM wrappings, in defects such as fiber slip within the matrix or imperfect straightening of fibers, or premature failure of fibers once exposed after complete matrix cracking. A theoretical incremental approach is proposed to simulate such effects. The approach is incremental, but not iterative, so that no convergence is required and the incremental step size has an impact only on the smoothness of the nonlinear theoretical stress vs. strain curves of the FRCM confined material, among other simulation results. Theoretical results are compared to experimental outcomes of previous tests. The main source of variability can be identified in the cited defects, and the approach can be considered satisfactory to simulate the effects of defects and the high scatter found in experimental results; however, further uncertainties in the behavior of materials can be included in future refinements of this study.

Funder

Italian Department of Civil Protection

Publisher

MDPI AG

Subject

General Materials Science

Reference46 articles.

1. (2013). Guide to Design and Construction of Externally Bonded Fabric-Reinforced Cementitious Matrix (FRCM) Systems for Repair and Strengthening Concrete and Masonry Structures. Standard No. ACI 549.4R-13.

2. (2018). Acceptance Criteria for Masonry and Concrete Strengthening Using Fabric-Reinforced Cementitious Matrix (FRCM) and Steel Reinforced Grout (SRG) Composite Systems. Standard No. AC434.

3. (2020). Guide for the Design and Construction of Externally Bonded Fibre Reinforced Inorganic Matrix Systems for Strengthening Existing Structures. Standard No. CNR-DT 215/2018.

4. Strengthening of Concrete Structures with Textile Reinforced Mortars: State-of-the-Art Review;Koutas;J. Compos. Constr.,2019

5. ICOMOS/Iscarsah Committee (2023, May 22). Recommendations for the Analysis, Conservation and Structural Restoration of Architectural Heritage. Available online: www.icomos.org.

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