A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Detailed Numerical Micro-modelling of Masonry TRM Reinforcements
https://orcid.org/http://orcid.org/0000-0001-8324-3611
https://orcid.org/http://orcid.org/0000-0002-4164-0050
https://orcid.org/http://orcid.org/0000-0002-9731-3497
https://orcid.org/http://orcid.org/0000-0002-8647-8173
The need to safeguard and often restore the historical-architectural heritage has led over the years to the introduction of different types of structural reinforcements based on the use of fibres made of different materials capable of increasing the tensile strength of a given structural element. Such solutions are certainly valid in the case of seismic phenomena, while their behaviour in the case of another highly destructive phenomenon that can affect buildings is little investigated: fires. In the present paper, the behaviour of different types of reinforcements based on glass, carbon and basalt fibres, subjected to high temperatures was investigated. This work starts from some experimental data obtained through laboratory tests on suitably prepared specimens to build a numerical model capable of describing the evolution of the behaviour of these materials as temperature increases.
Detailed Numerical Micro-modelling of Masonry TRM Reinforcements
https://orcid.org/http://orcid.org/0000-0001-8324-3611
https://orcid.org/http://orcid.org/0000-0002-4164-0050
https://orcid.org/http://orcid.org/0000-0002-9731-3497
https://orcid.org/http://orcid.org/0000-0002-8647-8173
The need to safeguard and often restore the historical-architectural heritage has led over the years to the introduction of different types of structural reinforcements based on the use of fibres made of different materials capable of increasing the tensile strength of a given structural element. Such solutions are certainly valid in the case of seismic phenomena, while their behaviour in the case of another highly destructive phenomenon that can affect buildings is little investigated: fires. In the present paper, the behaviour of different types of reinforcements based on glass, carbon and basalt fibres, subjected to high temperatures was investigated. This work starts from some experimental data obtained through laboratory tests on suitably prepared specimens to build a numerical model capable of describing the evolution of the behaviour of these materials as temperature increases.
Detailed Numerical Micro-modelling of Masonry TRM Reinforcements
https://orcid.org/http://orcid.org/0000-0001-8324-3611
https://orcid.org/http://orcid.org/0000-0002-4164-0050
https://orcid.org/http://orcid.org/0000-0002-9731-3497
https://orcid.org/http://orcid.org/0000-0002-8647-8173
The need to safeguard and often restore the historical-architectural heritage has led over the years to the introduction of different types of structural reinforcements based on the use of fibres made of different materials capable of increasing the tensile strength of a given structural element. Such solutions are certainly valid in the case of seismic phenomena, while their behaviour in the case of another highly destructive phenomenon that can affect buildings is little investigated: fires. In the present paper, the behaviour of different types of reinforcements based on glass, carbon and basalt fibres, subjected to high temperatures was investigated. This work starts from some experimental data obtained through laboratory tests on suitably prepared specimens to build a numerical model capable of describing the evolution of the behaviour of these materials as temperature increases.
Detailed Numerical Micro-modelling of Masonry TRM Reinforcements
RILEM Bookseries
Endo, Yohei (editor) / Hanazato, Toshikazu (editor) / Armando, La Scala (author) / Pereiro-Barceló, Javier (author) / Foti, Dora (author) / Ivorra, Salvador (author)
International Conference on Structural Analysis of Historical Constructions ; 2023 ; Kyoto, Japan
Structural Analysis of Historical Constructions ; Chapter: 45 ; 543-555
RILEM Bookseries ; 46
2023-09-02
13 pages
Article/Chapter (Book)
Electronic Resource
English
Lower Bound Limit Analysis of Masonry Arches with CFRP Reinforcements: A Numerical Method
| Online Contents | 2013
Lower Bound Limit Analysis of Masonry Arches with CFRP Reinforcements: A Numerical Method
| British Library Online Contents | 2013
Structural Upgrading of Masonry Columns by Using Composite Reinforcements
| Online Contents | 2007
Structural upgrading of masonry columns by using composite reinforcements
| Tema Archive | 2007