1,720,959 research outputs found
Experimental Investigation of Basalt/Fibre Textile Reinforced Concrete Under Uniaxial Tensile Force
No full textAmong the various solutions to retrofit existing structures, local strengthening of structural elements with Textile Reinforced Concrete (TRC) is a relatively recent technology which is considered as a possible alternative to the well-known Fibre Reinforced Polymers (FRP). As a matter of fact, due to the drawbacks of FRP, such as the difficulty to be applied on wet surfaces, the hazardousness for the workers who apply the material, and the poor behaviour at high temperature, TRC is recently gaining more popularity. The current concern about environmental issues is leading to a higher interest about the impact of materials production and their disposal at the end of life. With reference thereto, basalt textile fabrics is a material that is gaining attention due to its mechanical performances and low environmental impact. Admixing short fibres in the cementitious matrix of the TRC leads to a new material called Fibre/Textile Reinforced Concrete (F/TRC), which performs significantly bet-ter on strengthening solutions.
The aim of this work is to investigate the different behaviour of a layer of Basalt-TRC (B-TRC) and Basalt-F/TRC (B-F/TRC) under tension via uniaxial tensile test. The experimental test campaign comprehends 3 B-TRC and 3 B-F/TRC specimens. The presence of short steel fibres in the cementitious matrix remarkably improves the performances of TRC in terms of maximum tensile force reached during the test and crack distribution. The significant improvement of performances of B-F/TRC com-pared to the B-TRC is expressed by the average maximum force, which increased of about 84%
CONFINEMENT OF COLUMNS WITH TEXTILE REINFORCED CONCRETE: AN EXPERIMENTAL COMPARISON BETWEEN BASALT AND CARBON TEXTILE REINFORCED CONCRETE
No full textConfinement of existing RC columns by means of Textile Reinforced Concrete (TRC) is a technology developed in recent times. When using TRC as a mean of confinement, basalt textile fabrics are of particular interest due to their mechanical properties combined with low environmental impact. Furthermore, research performed by the Authors shows that the concrete matrix admixed with short dispersed fibres significantly improves the performance of TRC strengthening solutions in general. The addition of short dispersed steel fibres in the concrete matrix leads to a new material called Fibre/Textile Reinforced Concrete (F/TRC). Through an experimental campaign, an investigation about the influence on the confinement of the following two variables was conducted: the material of the textile fabric (basalt and carbon), and the presence of short dispersed steel fibres admixed to the concrete matrix. A total of 15 short cylindrical RC columns were tested under uniaxial compression. The results show that the performances of basalt and carbon textiles used for confinement are comparable, both in terms of strength and, to some extent, of post-elastic behaviour, highlighting the possibility of using basalt as an alternative to carbon without significant performance losses and combined with reduced environmental impact. Furthermore, F/TRC solutions outperformed traditional TRC, showing the beneficial effect of the short dispersed steel fibres to the performance of the strengthened specimens
Experimental investigation on confinement of columns with TRC: a comparison between basalt and carbon textile fabrics
No full textThe use of Textile Reinforced Concrete (TRC) is a promising solution in the confinement of RC columns. Based on an experimental campaign on 15 short cylindrical RC columns, this work aims to get a better understanding about the performance of basalt textile in the confinement of short RC columns by comparing basalt and carbon TRC. Furthermore, the impact of mixing short steel fibers in the TRC concrete matrix (F/TRC) is investigated. The test results show that columns confined with basalt textile and carbon textile are, in terms of strength and, to some extent, post-elastic behaviour, comparable. Basalt textile seems to be a valid alternative to carbon, without significant loss of performance, and it provides less environmental impact. Columns reinforced with F/TRC show that adding 2.5 Vol.-% of short steel fibers has a beneficial effect in the confinement
Experimental investigation on confinement of columns with TRC: a comparison between basalt and carbon textile fabrics
Full text linkThe use of Textile Reinforced Concrete (TRC) is a promising solution in the confinement of RC columns. Based on an experimental campaign on 15 short cylindrical RC columns, this work aims to get a better understanding about the performance of basalt textile in the confinement of short RC columns by comparing basalt and carbon TRC. Furthermore, the impact of mixing short steel fibers in the TRC concrete matrix (F/TRC) is investigated. The test results show that columns confined with basalt textile and carbon textile are, in terms of strength and, to some extent, post-elastic behaviour, comparable. Basalt textile seems to be a valid alternative to carbon, without significant loss of performance, and it provides less environmental impact. Columns reinforced with F/TRC show that adding 2.5 Vol.-% of short steel fibers has a beneficial effect in the confinement
CONFINEMENT OF COLUMNS WITH TEXTILE REINFORCED CONCRETE: AN EXPERIMENTAL COMPARISON BETWEEN BASALT AND CARBON TEXTILE REINFORCED CONCRETE
No full textConfinement of existing RC columns by means of Textile Reinforced Concrete (TRC) is a technology developed in recent times. When using TRC as a mean of confinement, basalt textile fabrics are of particular interest due to their mechanical properties combined with low environmental impact. Furthermore, research performed by the Authors shows that the concrete matrix admixed with short dispersed fibres significantly improves the performance of TRC strengthening solutions in general. The addition of short dispersed steel fibres in the concrete matrix leads to a new material called Fibre/Textile Reinforced Concrete (F/TRC). Through an experimental campaign, an investigation about the influence on the confinement of the following two variables was conducted: the material of the textile fabric (basalt and carbon), and the presence of short dispersed steel fibres admixed to the concrete matrix. A total of 15 short cylindrical RC columns were tested under uniaxial compression. The results show that the performances of basalt and carbon textiles used for confinement are comparable, both in terms of strength and, to some extent, of post-elastic behaviour, highlighting the possibility of using basalt as an alternative to carbon without significant performance losses and combined with reduced environmental impact. Furthermore, F/TRC solutions outperformed traditional TRC, showing the beneficial effect of the short dispersed steel fibres to the performance of the strengthened specimens
Going Beyond Counting First Authors in Author Co-citation Analysis
Full text linkThe present study examines one of the fundamental aspects of author co-citation analysis (ACA) - the way co-citation
counts are defined. Co-citation counting provides the data on which all subsequent statistical analyses and mappings
are based, and we compare ACA results based on two different types of co-citation counting - the traditional type that
only counts the first one among a cited work's authors on the one hand and a non-traditional type that takes into
account the first 5 authors of a cited work on the other hand. Results indicate that the picture produced through this non-traditional author co-citation counting contains more coherent author groups and is therefore considerably clearer. However, this picture represents fewer specialties in the research field being studied than that produced through the traditional first-author co-citation counting when the same number of top-ranked authors is selected and analyzed. Reasons for these effects are discussed
Variations on the Author
Full text link“Variations on the Author” discusses two of Eduardo Coutinho’s recent films (Um Dia na Vida, from 2010, and Últimas Conversas, posthumously released in 2015) and their contribution to the general question of documentary authorship. The director’s filmography is characterized by a consistent yet self-effacing form of authorial self-inscription: Coutinho often features as an interviewer that rather than express opinions propels discourses; an interviewer that is good at listening. This mode of self-inscription characterizes him as an author who is not expressive but who is nonetheless markedly present on the screen. In Um Dia na Vida, however, Coutinho is completely absent form the image, while Últimas Conversas, on the contrary, includes a confessional prologue that moves the director from the margins to the center of his films. This article examines the ways in which these works stand out in the filmography of a director who offers new insights into the notion of cinematic authorship
Appropriate Similarity Measures for Author Cocitation Analysis
Full text linkWe provide a number of new insights into the methodological discussion about author cocitation analysis. We first argue that the use of the Pearson correlation for measuring the similarity between authors’ cocitation profiles is not very satisfactory. We then discuss what kind of similarity measures may be used as an alternative to the Pearson correlation. We consider three similarity measures in particular. One is the well-known cosine. The other two similarity measures have not been used before in the bibliometric literature. Finally, we show by means of an example that our findings have a high practical relevance.information science;Pearson correlation;cosine;similarity measure;author cocitation analysis
Dispelling the Myths Behind First-author Citation Counts
Full text linkWe conducted a full-scale evaluative citation analysis study of scholars in the XML research field to explore just how different from each other author rankings resulting from different citation counting methods actually are, and to demonstrate the capability of emerging data and tools on the Web in supporting more realistic citation counting methods. Our results contest some common arguments for the continued
use of first-author citation counts in the evaluation of scholars, such as high correlations between author rankings by first-author citation counts and other citation
counting methods, and high costs of using more realistic citation counting methods that are not well-supported by the ISI databases. It is argued that increasingly available digital full text research papers make it possible for citation analysis studies to go beyond what the ISI databases have directly supported and to employ more
sophisticated methods
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