Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Georgios Tzortzinis"'
Autor:
Georgios Tzortzinis, Angelos Filippatos, Jan Wittig, Maik Gude, Aidan Provost, Chengbo Ai, Simos Gerasimidis
Publikováno v:
Communications Engineering, Vol 3, Iss 1, Pp 1-14 (2024)
Abstract For steel bridges, corrosion has historically led to bridge failures, resulting in fatalities and injuries. To enhance public safety and prevent such incidents, authorities mandate in-situ evaluation and reporting of corroded members. The cu
Externí odkaz:
https://doaj.org/article/135afd55f0b840d6b8808aac03bea046
Autor:
Angelos Filippatos, Dionysios Markatos, Georgios Tzortzinis, Kaushik Abhyankar, Sonia Malefaki, Maik Gude, Spiros Pantelakis
Publikováno v:
Aerospace, Vol 11, Iss 1, p 86 (2024)
The current prevailing trend in design across key sectors prioritizes eco-design, emphasizing considerations of environmental aspects in the design process. The present work aims to take a significant leap forward by proposing a design process where
Externí odkaz:
https://doaj.org/article/58f0c267c606414d82e27d8b051812d4
Publikováno v:
Injury. 53(4)
The treatment challenges of condylar fractures necessitated the production of several plate designs. Among the relatively new plate designs is the lambda plate, for which biomechanical and clinical data are lacking. The purpose of this study is to ex
Publikováno v:
Engineering Structures. 265:114407
Publikováno v:
Extreme Mechanics Letters. 52:101681
Publikováno v:
Engineering Structures. 252:113488
Aging bridges are prone to malfunctioning expansion joints, allowing water and deicing mixtures to seep trough deteriorate the superstructure components. This paper evaluates experimentally, computationally and numerically the residual load carrying
Publikováno v:
Journal of Oral and Maxillofacial Surgery. 79:665.e1-665.e10
Purpose The purpose of the present study is to compare the performance of 4 titanium miniplates (alpha, kappa, rhomboidal, and trapezoidal) used for the fixation of condylar neck fractures by implementing computational finite element analysis. Method
Strength evaluation of deteriorated girder ends. I: Experimental study on naturally corroded I-beams
Autor:
Georgios Tzortzinis, Brendan T. Knickle, Simos Gerasimidis, Alexander Bardow, Sergio F. Breña
Publikováno v:
Thin-Walled Structures. 159:107220
Corrosion is a common cause for steel bridge deterioration, primarily attributed to malfunctioning deck expansion joints. Aged joints fail to prevent water or deicing mixtures from penetrating into the bearing area triggering a corrosive process whic
Autor:
Brendan T. Knickle, Sergio F. Breña, Georgios Tzortzinis, Simos Gerasimidis, Alexander Bardow
Publikováno v:
Thin-Walled Structures. 159:107216
Corrosion is one of the main aspects for structural deficiency of highway bridges. Steel girders are prone to deterioration development at the support area, where malfunctioning expansion joints allow leaking water to penetrate into the superstructur