Zobrazeno 1 - 10
of 52
pro vyhledávání: '"Francesco Bencardino"'
Publikováno v:
Fibers, Vol 12, Iss 2, p 13 (2024)
This study assesses the mechanical properties of mortars incorporating waste paper sludge-derived cellulose fibers. Compression and flexural tests were carried out on specimens prepared with cellulose fibers at different proportions, ranging from 0%
Externí odkaz:
https://doaj.org/article/9cafff20e37648189f6a16dc8e5c94fc
Autor:
Francesco Bencardino, Mattia Nisticò
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 33, Pp 32-38 (2022)
Fabric-Reinforced Cementitious Matrix (FRCM) systems for strengthening concrete structures are an alternative to traditional techniques. The FRCM system is a composite material consisting of two or more layers of cement-based matrix reinforced with d
Externí odkaz:
https://doaj.org/article/e3be399d23b24856a2ca7c5fb7f1666b
Publikováno v:
Applied Sciences, Vol 13, Iss 5, p 2973 (2023)
Masonry arch bridges are important structures of road and rail networks around the world. Over several decades of service life, they suffer deterioration and damage. In order to preserve their functioning, it is necessary to carry out a seismic vulne
Externí odkaz:
https://doaj.org/article/32ee2a314cca4aa5839695f64165cefd
Autor:
Francesco Bencardino, Mattia Nisticò
Publikováno v:
Materials, Vol 16, Iss 4, p 1510 (2023)
Steel-reinforced grout (SRG) systems are effective methods for the flexural strengthening of reinforced concrete (RC) beams. In this study, the effect of a limited number of repeated loads on the structural response and debonding evolution of strengt
Externí odkaz:
https://doaj.org/article/7b868dc6d7b24154b4533353bc123c2c
Autor:
Francesco Bencardino, Mattia Nisticò
Publikováno v:
Fibers, Vol 10, Iss 8, p 67 (2022)
The strengthening of existing reinforced concrete (RC) structures by means of steel-fabric reinforced cementitious matrix (Steel-FRCM) systems has been universally recognized in the academic literature as an effective method. Several types of steel f
Externí odkaz:
https://doaj.org/article/fecb8ca8945f4345acae5c1299e7b496
Autor:
Francesco Bencardino, Mattia Nisticò
Publikováno v:
Materials, Vol 14, Iss 17, p 4961 (2021)
This paper shows a theoretical model for predicting the moment–curvature/load–deflection relationships and debonding failure of reinforced concrete (RC) beams externally strengthened with steel reinforced geopolymeric matrix (SRGM) or steel reinf
Externí odkaz:
https://doaj.org/article/9b93f05b21f64dfb8a36cc2b15c5fd96
Publikováno v:
Fibers, Vol 8, Iss 2, p 8 (2020)
This paper deals with the experimental and numerical study of the bond behavior of two steel reinforced grout (SRG)-strengthened masonry systems. Ten shear bond tests were carried out on prismatic masonry specimens. The data of experimental tests are
Externí odkaz:
https://doaj.org/article/63946f21ca4247ebb94fc6e1d6e19e56
Autor:
Francesco Bencardino
Publikováno v:
Advances in Civil Engineering, Vol 2013 (2013)
High performance fibre reinforced concrete (HPFRC) is a modern structural material with a high potential and with an increasing number of structural applications. Structural design of HPFRC elements is based on the post-cracking residual strength pro
Externí odkaz:
https://doaj.org/article/1b09a2c2cd594525a9cd707850b846fa
Autor:
Francesco Bencardino, Antonio Condello
Publikováno v:
Fibers, Vol 4, Iss 2, p 19 (2016)
The purpose of this study is to evaluate, through a nonlinear Finite Element (FE) analysis, the structural behavior of Reinforced Concrete (RC) beams externally strengthened by using Steel Reinforced Grout (SRG) and Steel Reinforced Polymer (SRP) sys
Externí odkaz:
https://doaj.org/article/17edb916a0a14020805443bfc0505acd
Publikováno v:
Applied Sciences
Volume 13
Issue 5
Pages: 2973
Volume 13
Issue 5
Pages: 2973
Masonry arch bridges are important structures of road and rail networks around the world. Over several decades of service life, they suffer deterioration and damage. In order to preserve their functioning, it is necessary to carry out a seismic vulne