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Journal articles on the topic 'Masonry FRP strengthening arches and vaults'

Author: Grafiati

Published: 9 March 2023

Last updated: 31 July 2025

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1

Fabbrocino, Francesco, Antonio Formisano, Ernesto Grande, and Gabriele Milani. "Bond Mechanism of FRPs Externally Applied to Curved Masonry Structures: Experimental Outcomes and Numerical Modeling." Key Engineering Materials 817 (August 2019): 105–11. http://dx.doi.org/10.4028/www.scientific.net/kem.817.105.

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The studies contained in the current literature particularly emphasize the importance of the role of the local bond mechanism on the global performance of fiber reinforced polymer systems (FRPs) employed for the strengthening and the rehabilitation of structures. Nevertheless, although several applications of FRPs involve curved masonry structures (arches, vaults, domes, etc.), the bond mechanism of FRPs applied on masonry samples with curved substrates is a topic still scarcely investigated and the actual guidelines do not provide specific design formulas. The aim of the present paper is to a

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2

Calabrese, Angelo Savio, Pierluigi Colombi, and Tommaso D'Antino. "A Bending Test Set-Up for the Investigation of the Bond Properties of FRCM Strengthenings Applied to Masonry Substrates." Key Engineering Materials 817 (August 2019): 149–57. http://dx.doi.org/10.4028/www.scientific.net/kem.817.149.

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Existing masonry and reinforced concrete structures are characterized by a wide use of structural and non-structural masonry members such as structural walls, infill walls, arches, vaults etc. All these members are characterized by high vulnerability when subjected to seismic events, since unreinforced masonry has a negligible tensile strength. The use of fiber reinforced polymers (FRP) composites has become a common practice and it represents a light-weight, easy, fast, and non-invasive solution for rehabilitation of existing masonry structures. Fabric reinforced cementitious matrix (FRCM) ar

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3

Micelli, Francesco. "Applications of innovative composite materials for seismic strengthening of masonry structures." Alternativas 17, no. 3 (2017): 129–41. http://dx.doi.org/10.23878/alternativas.v17i3.222.

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Masonry buildings are prone to brittle collapses under seismic forces due to their fragility and low capacity to resist against cyclic actions. In most cases failures occur in forms of rigid collapses due to loss of equilibrium of entire structural parts, and this is due to low quality of structural detailing or horizontal forces due to vaults and arches that increase their intensity during earthquakes.The entire architectural heritage is represented by masonry construction, also in seismic areas, thus a mandatory issue consists of preserving the historical value against natural events such as

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4

Angiolilli, Michele, Amedeo Gregori, and Marco Vailati. "Lime-Based Mortar Reinforced by Randomly Oriented Short Fibers for the Retrofitting of the Historical Masonry Structure." Materials 13, no. 16 (2020): 3462. http://dx.doi.org/10.3390/ma13163462.

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Recent seismic events prompted research to develop innovative materials for strengthening and repair of both modern and historic masonry constructions (buildings, bridges, towers) and structural components (walls, arches and vaults, pillars, and columns). Strengthening solutions based on composite materials, such as the Fiber Reinforced Polymers (FRP) or the Fiber Reinforced Cementitious Matrix (FRCM), have been increasingly considered in the last two decades. Despite reinforcement made of short-fibers being a topic that has been studied for several years from different researchers, it is not

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5

Borri, Antonio, Giulio Castori, and Marco Corradi. "Strengthening of Thin Masonry Arches." Key Engineering Materials 624 (September 2014): 51–58. http://dx.doi.org/10.4028/www.scientific.net/kem.624.51.

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The innovative technique here illustrated is the result of historical evolution of an ancient system of reinforcing tiled vaults belonging to the constructive Spanish tradition. Such a traditional technique consists in the lamination of flat rectangular tiles or thin bricks into thin vaults known as boveda tabicada. Since the use of modern technologies may improve the mechanical performance of the traditional materials, the core of the proposed strengthening system is based on the idea of combining the peculiar features of tabicada technique with the good tensile properties of composite materi

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6

Alecci, Valerio, Francesco Focacci, Luisa Rovero, Gianfranco Stipo, Giovanni Mantegazza, and Mario de Stefano. "FRCM Composites for Strengthening of Brick Masonry Arches." Key Engineering Materials 747 (July 2017): 174–81. http://dx.doi.org/10.4028/www.scientific.net/kem.747.174.

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This paper examines the structural behavior of masonry arches strengthened at the intrados with fabric reinforced cementitions matrix (FRCM) composites. Textiles made of poliparafenilenbenzobisoxazole (PBO) and carbon fibers are considered. The experimental results are compared with those obtained on un-strengthened arches and arches strengthened with a carbon fiber reinforced polymer (C-FRP) composite. The tested arches are analyzed with the approach of the limit analysis of the collapse mechanisms.

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7

Ramaglia, Giancarlo, Gian Piero Lignola, Francesco Fabbrocino, and Andrea Prota. "Numerical Modelling of Masonry Barrel Vaults Reinforced with Textile Reinforced Mortars." Key Engineering Materials 747 (July 2017): 11–19. http://dx.doi.org/10.4028/www.scientific.net/kem.747.11.

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Among masonry buildings characterized by a complex architecture, a significant portion is represented by heritage buildings. A significant seismic vulnerability is due to the presence of thrusting elements like as arches and vaults. Their ultimate capacity can be improved by means of several strengthening techniques. However the advantages of using Textile Reinforced Mortars (TRM) are well highlighted in the scientific literature.The present work focuses on ultimate behaviour of masonry barrel vaults, in the framework of incremental analysis, including the strengthening effect. The analytical

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8

Baratta, Alessandro, and Ottavia Corbi. "Closed-form solutions for FRP strengthening of masonry vaults." Computers & Structures 147 (January 2015): 244–49. http://dx.doi.org/10.1016/j.compstruc.2014.09.007.

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9

Latifi, Reza, Marijana Hadzima-Nyarko, Dorin Radu, and Rahimeh Rouhi. "A Brief Overview on Crack Patterns, Repair and Strengthening of Historical Masonry Structures." Materials 16, no. 5 (2023): 1882. http://dx.doi.org/10.3390/ma16051882.

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Given that a significant fraction of buildings and architectural heritage in Europe’s historical centers are masonry structures, the selection of proper diagnosis, technological surveys, non-destructive testing, and interpretations of crack and decay patterns is paramount for a risk assessment of possible damage. Identifying the possible crack patterns, discontinuities, and associated brittle failure mechanisms within unreinforced masonry under seismic and gravity actions allows for reliable retrofitting interventions. Traditional and modern materials and strengthening techniques create a wide

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10

Theodossopoulos, Dimitris, James Sanderson, and Michael Scott. "Strengthening Masonry Cross Vaults Damaged by Geometric Instability." Key Engineering Materials 624 (September 2014): 635–43. http://dx.doi.org/10.4028/www.scientific.net/kem.624.635.

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Cross vaults can be easily destabilised when their thrusts are not sufficiently contained by the stiffness of their lateral walls or systems of buttresses. A quarter-scale model from the aisles of Holyrood Abbey church in Edinburgh, which collapsed in 1768 due to excessive load from diaphragm walls that substituted the original roof trusses, demonstrated earlier the pattern of cracks that leads to failure under horizontal spread of supports. A recent model of this vault aimed to study the effects of applying Aramid fibre reinforcement against such failure exactly at the critical cracks, compar

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11

Bertolesi, Elisa, Francesco Fabbrocino, Antonio Formisano, Ernesto Grande, and Gabriele Milani. "FRP-Strengthening of Curved Masonry Structures: Local Bond Behavior and Global Response." Key Engineering Materials 747 (July 2017): 134–41. http://dx.doi.org/10.4028/www.scientific.net/kem.747.134.

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The aim of the paper is to propose and assess the reliability of a modeling strategy which combines the homogenization of the masonry material and the use of zero-thickness interface elements. This strategy is specifically proposed for numerically investigating the structural response of FRP-reinforced curved masonry structures. Indeed, in order to consider the influence of the geometry curvature of the masonry substrate on the local bond behavior of the FRP-strengthening system, bond-slip laws which specifically account for the geometric curvature of the substrate are introduced at the FRP/su

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12

Incerti, Andrea, Mattia Santandrea, Christian Carloni, and Claudio Mazzotti. "Destructive In Situ Tests on Masonry Arches Strengthened with FRCM Composite Materials." Key Engineering Materials 747 (July 2017): 567–73. http://dx.doi.org/10.4028/www.scientific.net/kem.747.567.

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In the last few decades, fiber reinforced polymer (FRP) composites have been widely employed in several strengthening and rehabilitation applications of existing masonry buildings. Fiber reinforced cementitious matrix (FRCM) composites are a newly-developed strengthening technique comprised of high strength fibers embedded in a cementitious matrix. FRCMs usually offer several advantages such as the high resistance to fire and high temperatures or vapor permeability with masonry substrate, therefore they appear to be a promising alternative to traditional FRP strengthening systems. In this expe

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13

Galassi, Stefano. "Analysis of masonry arches reinforced with FRP sheets: experimental results and numerical evaluations." MATEC Web of Conferences 207 (2018): 01002. http://dx.doi.org/10.1051/matecconf/201820701002.

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In recent years fiber-reinforced polymers (FRP) have been widely used for strengthening masonry structures. In particular, in the case of masonry arches, the use of FRP sheets increases load-bearing capacity by limiting or preventing the occurrence of tensile cracks that could activate collapse mechanisms. The effectiveness of the strengthening intervention depends on the bond between FRP and substrate, due to the shear and normal stresses that occur in the bond interface, so much so that the typical failure mode of an arch reinforced with narrow FRP sheets at the intrados is exactly delaminat

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14

De Lorenzis, Laura, Rossana Dimitri, and Antonio La Tegola. "Reduction of the lateral thrust of masonry arches and vaults with FRP composites." Construction and Building Materials 21, no. 7 (2007): 1415–30. http://dx.doi.org/10.1016/j.conbuildmat.2006.07.009.

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15

Bertolesi, Elisa, Gabriele Milani, Francesca Giulia Carozzi, and Carlo Poggi. "Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses." Composite Structures 187 (March 2018): 385–402. http://dx.doi.org/10.1016/j.compstruct.2017.12.021.

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16

Carozzi, Francesca Giulia, Carlo Poggi, Elisa Bertolesi, and Gabriele Milani. "Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation." Composite Structures 187 (March 2018): 466–80. http://dx.doi.org/10.1016/j.compstruct.2017.12.075.

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17

Scacco, Jacopo, and Gabriele Milani. "Modelling of Curved Masonry Elements Reinforced with TRM: From a Detailed to a Simplified Approach." Key Engineering Materials 916 (April 7, 2022): 214–21. http://dx.doi.org/10.4028/p-r71l0o.

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Numerical modeling of curved masonry structures reinforced with TRM can be particularly demanding. Indeed, several failure typologies can be encountered when a masonry element is reinforced with this strengthening solution. In the case of arches and vaults, the curvature itself complicates furtherly a correct prediction. The paper wants to provide a reasonable way to model numerically curved masonry structures reinforced with TRM and explore the advantages and detriments of advanced simulation and simplified approaches. At first, an advanced micro-modeling is applied to an arch reinforced at t

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18

Malena, Marialaura, Stefano de Santis, Bartolomeo Pantò, and Gianmarco de Felice. "A Closed-Form Analytical Solution to the Debonding of SRG on Curved Masonry Substrate." Key Engineering Materials 747 (July 2017): 313–18. http://dx.doi.org/10.4028/www.scientific.net/kem.747.313.

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Steel Reinforced Grout composites have become a popular technique for strengthening masonry arches and vaults. The SRG composites are Ultra High Tensile Strength Steel unidirectional textiles applied to masonry substrate by mean of inorganic mortar. The weakness of SRG-masonry joints is the debonding at the matrix fibers interface during the stresses transfer process. In the case of arches and vaults the interface bond properties are also affected by the curved geometry of the substrate. In this work, a closed-form analytical solution to the debonding process of a thin plate bonded on a rigid

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19

Vintzileou, Elizabeth, Charalambos Mouzakis, Lucia Karapitta, and Androniki Miltiadou-Fezans. "Shake-Table Testing of a Cross Vault." Buildings 12, no. 11 (2022): 1984. http://dx.doi.org/10.3390/buildings12111984.

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Domes, vaults and arches are structural components of high vulnerability, due to the horizontal component of the thrust they impose to the supporting vertical elements (piers or walls), accentuated by the asymmetry of loading due to seismic actions. In order to explore the possibilities of reducing this vulnerability, a cross vault made of brickwork and supported by two stone masonry walls was tested on the earthquake simulator. A series of seismic tests was performed to the specimen at its as-built state, as well as after strengthening using techniques adequate for monuments, namely, grouting

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20

Pantò, Bartolomeo, Marialaura Malena, and Gianmarco de Felice. "Non-Linear Modeling of Masonry Arches Strengthened with FRCM." Key Engineering Materials 747 (July 2017): 93–100. http://dx.doi.org/10.4028/www.scientific.net/kem.747.93.

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Recent seismic events, such as the Central Italy (2016), the Emilia (2012) and L’Aquila (2009) earthquake, have demonstrated the high vulnerability of cultural heritage represented by historical and monumental buildings. These structures are often characterized by the presence of elements with a curved geometry such as arches and vaults, which interact with the vertical elements (walls or columns) during the earthquake motion, producing a significant effect on the seismic response of the entire structure. Aiming at the reduction of the seismic vulnerability of curved masonry elements, several

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21

Yuan, Yu, and Gabriele Milani. "A Simplified Analytical Model for FRP-Strengthened Curved Brittle Substrates Using the Multi-Linear Bond-Slip Law." Buildings 13, no. 10 (2023): 2579. http://dx.doi.org/10.3390/buildings13102579.

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The utilization of fiber-reinforced polymer (FRP) composites for building reinforcement has gained widespread acceptance. However, the bond behavior between externally applied composites and strengthened substrates, which are crucial for system efficacy, has primarily focused on flat surfaces. Yet, the challenge of curved substrates, common in masonry arches and vaults, remains less explored. This study introduces a classical analytical model addressing the bond behavior between FRP plates and curved substrates. This classical approach is structured upon a simplified model that concentrates al

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22

ORLOVICH, R. B., S. S. ZIMIN, and V. N. DERKACH. "THE EFFICIENCY OF REINFORCING STONE VAULTS WITH COMPOSITE MATERIALS." Building and reconstruction 100, no. 2 (2022): 44–54. http://dx.doi.org/10.33979/2073-7416-2022-100-2-44-54.

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The stone vaults of historical buildings are considered, which, due to a decrease in bearing capacity, require repair and restoration work. An analysis is given of the mechanisms of destruction of cylindrical vaults depending on the ratio of their height to the span. The advantages of strengthening the vaults with the help of reinforcement with composite materials are analyzed. A description is given of the technology of surface reinforcement of stone structures using composite materials on a polymer cement matrix FRCM (Fiber Reinforced Cementitious Matrix). The technique of experimental studi

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23

Bovo, Marco, Claudio Mazzotti, and Marco Savoia. "Structural Behaviour of Historical Stone Arches and Vaults: Experimental Tests and Numerical Analyses." Key Engineering Materials 628 (August 2014): 43–48. http://dx.doi.org/10.4028/www.scientific.net/kem.628.43.

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Recent seismic events showed the dramatic need, especially in case of historical and existing buildings, of important strengthening activities to be carried out. In order to properly design them, a careful assessment of real structural behaviour and load-carrying capacity of these buildings is strongly required. This is particularly important when dealing with constructions made of heterogeneous materials like masonry or stonework, where often conventional analysis techniques do not behave satisfactorily. This paper presents the results of an extensive experimental and numerical investigation

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24

Stockdale, Gabriel, and Gabriele Milani. "FE Model Predicting the Load Carrying Capacity of Progressive FRP Strengthening of Masonry Arches Subjected to Settlement Damage." Key Engineering Materials 747 (July 2017): 128–33. http://dx.doi.org/10.4028/www.scientific.net/kem.747.128.

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The retrofitting of masonry structures subject to differential foundation settlements is both an important and a highly challenging practice. Especially in the consideration of historical monuments, this challenge requires a strategic balance between providing the necessary modifications to ensure public safety while maintaining the integrity of the original structure. The use of strategically placed composite materials such as fiber reinforced polymers (FRPs) provides the potential to remove this dilemma and both preserve heritage while introducing a modern level of safety. This work studies,

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25

Anania, Laura, Antonio Badalà та Giuseppe D’Agata. "The post strengthening of the masonry vaults by the Ω-Wrap technique based on the use of C-FRP". Construction and Building Materials 47 (жовтень 2013): 1053–68. http://dx.doi.org/10.1016/j.conbuildmat.2013.05.012.

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26

Tarhan, İsmail Hakkı, Nathanaël Savalle, Habib Uysal, Luis C. M. da Silva, and Paulo B. Lourenço. "Seismic Capacity of Unstrengthened and FRP Strengthened Masonry Arches: Tilting Test and Nonlinear Numerical Analysis." Earthquake Engineering & Structural Dynamics, December 23, 2024. https://doi.org/10.1002/eqe.4294.

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ABSTRACTCultural heritage preservation requires a deeper understanding of their seismic response and imposes the use of effective strengthening methods. Fibre‐reinforced polymers (FRP) have emerged as an effective solution for strengthening masonry structural elements. The decision over the optimal configuration for a FRP‐based strengthening is a trade‐off between different objective functions such as strength, inelastic stiffness and cost. Although some studies have explored design alternatives and topology optimisation, experimental investigation remains limited, especially regarding the eva

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27

Zlámal, Martin, and Petr Štěpánek. "Strengthening of Arched Masonry Structures by Additional Reinforcement: Design Approaches and Comparison to Experiments." Baltic Journal of Road and Bridge Engineering 13, no. 3 (2018). http://dx.doi.org/10.7250/bjrbe.2018-13.419.

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The primary aim of this article is to present design approaches for calculating the additional strengthening of masonry arches with the use of the Strut-and-Tie model and applicable standards and their comparison to the experiments. Experiments have proven the functionality of the described method of strengthening by additional inserted non-prestressed reinforcement from the face of the vault. The presented method is one of the methods of maintaining historical vaulted masonry structures, and is also used to improve the behaviour of newly designed masonry structures. This method of strengtheni

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28

Hakkı Tarhan, İsmail, and Habib Uysal. "Topology Optimization of the FRP for Strengthening of Masonry Barrel Vaults." Engineering Failure Analysis, June 2023, 107390. http://dx.doi.org/10.1016/j.engfailanal.2023.107390.

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