Thanasis Triantafillou
University of Patras
196 Papers
1.4K Citations
Thanasis Triantafillou is an academic researcher from University of Patras. The author has contributed to research in topics: Masonry & Fibre-reinforced plastic. The author has an hindex of 53, co-authored 186 publications. Previous affiliations of Thanasis Triantafillou include RWTH Aachen University & University of Basilicata.
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Papers
Biaxial bending of reinforced concrete columns strengthened with externally applied reinforcement in combination with confinement
TL;DR: In this article, an analytical model for the analysis of reinforced concrete members with rectangular cross sections, strengthened in flexure with various types of externally applied reinforcement (near surface-mounted or externally bonded), in combination with composite material confining jackets.
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Innovative Applications of Textile-Based Composites in Strengthening and Seismic Retrofitting as Well as in the Prefabrication of New Structures
TL;DR: In this paper, textile-reinforced mortar (TRM) and textile reinforced concrete (TRC) are investigated as a means to provide confinement in concrete, to increase the deformation capacity of old-type reinforced concrete columns subjected to simulated seismic loading, and to increase shear and flexural resistance of RC members.
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Strengthening of existing concrete structures: Concepts and structural behavior
Thanasis Triantafillou
- 01 Jan 2016
TL;DR: In this paper, the authors present the basic principles and behavioral aspects of reinforced concrete (RC) strengthening with textile-reinforced mortar (TRM); the author also reviews a number of studies that have provided fundamental knowledge on the use of TRM as a strengthening and seismic retrofitting material of RC structures.
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Tensile Performance of Textile-Reinforced Concrete after Fire Exposure: Experimental Investigation and Analytical Approach
Panagiotis-Chrysovalantis S. Kapsalis,Thanasis Triantafillou,Eleni Korda,Danny Van Hemelrijck,Tine Tysmans +4 more
TL;DR: In this paper , the applicability of the Aveston-cooper-Kelly (ACK) theory for ambient and increased temperatures was assessed for several textile-reinforced concrete (TRC) material compositions.
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