B
Bahman Ghiassi
Researcher at University of Nottingham
Publications - 108
Citations - 2091
Bahman Ghiassi is an academic researcher from University of Nottingham. The author has contributed to research in topics: Masonry & Mortar. The author has an hindex of 22, co-authored 86 publications receiving 1464 citations. Previous affiliations of Bahman Ghiassi include University of Minho & Tarbiat Modares University.
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Mortar-based systems for externally bonded strengthening of masonry
Gianmarco de Felice,Stefano De Santis,Leire Garmendia,Bahman Ghiassi,Pello Larrinaga,Paulo B. Lourenço,Daniel V. Oliveira,Fabrizio Paolacci,Catherine G. Papanicolaou +8 more
TL;DR: In this article, the performance of three reinforcement systems made out of steel, carbon and basalt textiles embedded in inorganic matrices has been investigated by means of uniaxial tensile coupon testing and bond tests on brick and stone substrates.
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Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems
Stefano De Santis,Francesca Ceroni,Gianmarco de Felice,Mario Fagone,Bahman Ghiassi,Arkadiusz Kwiecień,Gian Piero Lignola,Mattia Morganti,Mattia Santandrea,Maria Rosa Valluzzi,A. Viskovic +10 more
TL;DR: In this paper, a Round Robin Test initiative was organized by the Rilem TC 250-CSM (Composites for the Sustainable strengthening of Masonry) to investigate the tensile and bond behavior of mortar-based composites with basalt, carbon, glass, polyparaphenylene benzobisoxazole (PBO), aramid and steel textiles.
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Application of digital image correlation in investigating the bond between FRP and masonry
TL;DR: In this article, the authors used the digital image correlation (DIC) and feature tracking techniques for investigating the evolution of strains and deformation during uniaxial tensile tests and shear debonding tests in externally bonded reinforcement (EBR) technique in FRP-masonry systems.
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Numerical analysis of bond behavior between masonry bricks and composite materials
TL;DR: In this paper, a trilinear bond-slip model is proposed for the interface elements based on observed experimental behavior of strengthened components, which is suitable for numerical simulation of the bond behavior and allows a better understanding of the mechanisms involved in the failure process.
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Effect of curing conditions on the pore solution and carbonation resistance of alkali-activated fly ash and slag pastes
TL;DR: In this paper, the effect of curing conditions (sealed and unsealed) on the pore solution composition and carbonation resistance of different binary alkali-activated fly ash (FA) and ground granulated blast furnace slag (GBFS) pastes is investigated.