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Bibliografías temáticas / Reinforcement-masonry interface

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Artículos de revistas

Literatura académica sobre el tema "Reinforcement-masonry interface"

Autor: Grafiati

Publicado: 10 de marzo de 2023

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Artículos de revistas sobre el tema "Reinforcement-masonry interface"

1

Mehendale, Shashank Vasudeo, Abhay Namdev Bambole, and S. Raghunath. "Development of pseudo interface element for modelling of reinforced brick masonry." Revista ALCONPAT 7, no. 1 (2017): 73–86. http://dx.doi.org/10.21041/ra.v7i1.147.

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Development of pseudo interface element for modelling of reinforced brick masonryABSTRACTStrength of reinforced masonry is influenced by interfaces between brick, mortar and reinforcement. Experimental protocol has been defined to characterise the behaviour of reinforced brick masonry joint, with reinforcement steel embedded in cement mortar 1:6. This is applicable for low-strength, low-stiffness brick masonry found. Experimental investigations show that bond between masonry and steel is not perfect. Considering critical bond mechanisms, an attempt is made to put-forth a novel approach for dev

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2

Jing, Meng, and Werasak Raongjant. "Durability Test on the Bond Strength between SFRP Layer and Masonry Surface." Materials Science Forum 976 (January 2020): 165–72. http://dx.doi.org/10.4028/www.scientific.net/msf.976.165.

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The mechanical properties of masonry structural members strengthened by FRP (Fiber Reinforced Polymer) are affected by the bond strength of the reinforcement interface, in addition to the strength of the material FRP itself. This project is aimed at the new technology of Sprayed Fiber Reinforced Polymer Composites (SFRP), which is currently attracting attention. The bond strength between SFRP layer and masonry surface under high-humidity condition during strengthening construction and dry-wet cycle conditions after reinforcement were studied by experimental method. Different masonry substrates

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3

Leone, Marianovella, Margherita Stefania Sciolti, Francesco Micelli, and Maria Antonietta Aiello. "The Interface Behavior between External FRP Reinforcement and Masonry." Key Engineering Materials 624 (September 2014): 178–85. http://dx.doi.org/10.4028/www.scientific.net/kem.624.178.

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The need to guarantee higher safety levels of masonry structures under both short and long term conditions, have led to the use of new materials and technologies, in conjunction or in place of traditional ones. In this context, fiber-reinforced composite materials have gained an increasing success, mostly for strengthening, retrofitting and repair existing structures. As well known, the analysis of the interface performance of FRP (Fiber Reinforced Polymer) composites and masonry substrate is a critical problem as it influences the effectiveness of the technique. The present paper reports part

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4

Silva, D. S., and E. G. P. Antunes. "Analysis of different interface treatments between masonry of AAC blocks and reinforced concrete structure after uniaxial compression strength test." Materiales de Construcción 71, no. 343 (2021): e252. http://dx.doi.org/10.3989/mc.2021.09920.

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Autoclaved aerated concrete (AAC) masonry is widely used in civil construction but requires further investigation. Hence, this experimental study evaluated three types of interface treatment between the reinforced concrete structure and AAC masonry, in scale, after a uniaxial compression resistance test. The types of interface treatment considered are reinforcement with steel bars, with rough polymeric cementitious mortar, and without treatment. The maximum load capacity, displacements, and occurrence of cracks were analysed. The results showed that the maximum individual load capacity did not

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5

Gulinelli, Pietro, Alessandra Aprile, Raffaella Rizzoni, et al. "A Fe Model for TRM Reinforced Masonry Walls with Interface Effects." Key Engineering Materials 817 (August 2019): 57–64. http://dx.doi.org/10.4028/www.scientific.net/kem.817.57.

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We report on experimental and numerical investigations of textile reinforced mortar (TRM) strengthening systems, an innovative solution for reinforcing historical masonry structures. The experimental campaign presented in this paper is original and concerns two commercial TRM applications to single-leaf clay masonry panels. The proposed FE modelling is based on a multiscale approach with the possibility of simulating bed joints sliding and TRM-reinforcement debonding. This last phenomenon is frequently reported in the experimental literature and it has been observed also in our experimental te

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6

Corinaldesi, Valeria, Jacopo Donnini, and Giorgia Mazzoni. "Experimental Study of Adhesion between FRCM and Masonry Support." Key Engineering Materials 624 (September 2014): 189–96. http://dx.doi.org/10.4028/www.scientific.net/kem.624.189.

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The use of composites with cement matrix seems to acquire an increasing interest in applications to masonry structures, due to their low impact, and a deeper understanding of the mechanical interaction between support and reinforcement is certainly necessary. The effectiveness of these interventions strongly depends on the bond between strengthening material and masonry, on the fibers/matrix interface, as well as on the mechanical properties of the masonry substrate [1]. In this work the attention was focused on the possible improvement of the bond between FRCM and masonry by means of an inorg

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7

Izquierdo, O. S., M. R. S. Corrêa, and I. I. Soto. "Study of the block/grout interface in concrete and clay block masonry structures." Revista IBRACON de Estruturas e Materiais 10, no. 4 (2017): 924–36. http://dx.doi.org/10.1590/s1983-41952017000400009.

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ABSTRACT This work aims to study the behavior of the block/grout interface for concrete and clay block masonry. This was achieved by push-out and pull-out experimental tests including reinforcement bar in the latter one. The experimental result showed that there is a good bond between the concrete blocks internal faces and the grout, enough to prevent infill-slippage, and that the whole tensile strength of the usual reinforcement bars is achieved provided they are properly anchored. Nevertheless, for clay blocks there is a low bond between the clay blocks internal faces and the grout, allowing

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8

Bruggi, Matteo, and Alberto Taliercio. "Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls." Key Engineering Materials 747 (July 2017): 36–43. http://dx.doi.org/10.4028/www.scientific.net/kem.747.36.

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An innovative approach is proposed to define the optimal fiber-reinforcement of in-plane loaded masonry walls, modeled as linear elastic no-tension (NT) bodies. A topology optimization formulation is presented, which aims at distributing a prescribed amount of reinforcement over the wall, so as to minimize the overall elastic energy of the strengthened element. Perfect bonding is assumed at the wall-reinforcement interface. To account for the negligible tensile strength of brickwork, the material is replaced by an equivalent orthotropic material with negligible stiffness along the direction (s

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9

Hernoune, Houria, Benchaa Benabed, Antonios Kanellopoulos, Alaa Hussein Al-Zuhairi, and Abdelhamid Guettala. "Experimental and Numerical Study of Behaviour of Reinforced Masonry Walls with NSM CFRP Strips Subjected to Combined Loads." Buildings 10, no. 6 (2020): 103. http://dx.doi.org/10.3390/buildings10060103.

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Near surface mounted (NSM) carbon fibers reinforced polymer (CFRP) reinforcement is one of the techniques for reinforcing masonry structures and is considered to provide significant advantages. This paper is composed of two parts. The first part presents the experimental study of brick masonry walls reinforced with NSM CFRP strips under combined shear-compression loads. Masonry walls have been tested under vertical compression, with different bed joint orientations 90° and 45° relative to the loading direction. Different reinforcement orientations were used including vertical, horizontal, and

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10

Borri, Anatonio, Giulio Castori, and Marco Corradi. "Design Criteria for Masonry Reinforcement with Composite Reinforced Mortars (CRM)." Key Engineering Materials 916 (April 7, 2022): 498–504. http://dx.doi.org/10.4028/p-k031gd.

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There is an emerging need to upgrade historic masonry buildings and infrastructures which are most vulnerable to earthquakes. An objective of a long-term research program at Perugia University, Italy was developing design criteria for masonry reinforcement using a new class of materials, using Composite Reinforced Mortars (CRM). These are typically made of fiberglass meshes embedded into a cementitious or lime mortar, which offers higher sustainability features, in terms of vapour permeability and compatibility with masonry, lower costs, and better performance at high temperatures, compared to

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