Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Lampros N. Koutas"'
Publikováno v:
Key Engineering Materials. 919:65-71
Old and seismically prone buildings are in need of strengthening in order to comply with the latest building codes and to prolong their service life. For over two decades fiber-reinforced polymers (FRP) have been successfully used for this purpose. H
Publikováno v:
Construction Materials; Volume 2; Issue 3; Pages: 181-199
This paper presents an experimental investigation of the mechanical properties of rubberised concrete confined with basalt-fibre textile-reinforced mortar (TRM) jackets. The main aim is to evaluate the effectiveness of the TRM confinement scheme on c
Publikováno v:
Construction and Building Materials. 373:130836
Publikováno v:
Journal of Composites for Construction. 25
This paper presents an experimental investigation on the application of textile-reinforced mortar (TRM) layers as a means of increasing the flexural capacity of two-way reinforced concrete...
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Publikováno v:
Journal of Composites for Construction. 23
Textile reinforced mortars (TRM), also known in the international literature as textile reinforced concrete (TRC) or fabric reinforced cementitious matrix (FRCM) materials, have been widel...
Publikováno v:
Construction and Building Materials. 258:120343
This paper presents an experimental investigation on the confinement of masonry columns with textile-reinforced mortar (TRM) jackets as a means of enhancing their axial load-carrying capacity and axial deformability. The experimental program included
The out-of-plane response of masonry walls strengthened with textile-reinforced mortar (TRM) is experimentally investigated in this work. Medium-scale three-point bending tests were carried out on 18 specimens comprising a set of 9 single-wythe and 9
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::02c58670d73ed244ac48defa61da56c7
https://nottingham-repository.worktribe.com/file/920673/1/manuscript_150117.pdf
https://nottingham-repository.worktribe.com/file/920673/1/manuscript_150117.pdf
Publikováno v:
Composites Part B: Engineering. 77:338-348
This paper presents an experimental study on shear strengthening of rectangular reinforced concrete (RC) beams with advanced composite materials. Key parameters of this study include: (a) the strengthening system, namely textile-reinforced mortar (TR
The aim of this paper is to compare the flexural performance of reinforced concrete (RC) beams strengthened with textile-reinforced mortar (TRM) and fibre-reinforced polymers (FRP). The investigated parameters included the strengthening material, nam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88e2622b1e4dda6301ea5dd8db106df1
https://eprints.whiterose.ac.uk/117200/9/1-s2.0-S095006181730908X-main.pdf
https://eprints.whiterose.ac.uk/117200/9/1-s2.0-S095006181730908X-main.pdf