Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Vytautas Tamulėnas"'
Autor:
Viktor Gribniak, Aleksandr K. Arnautov, Gintaris Kaklauskas, Vytautas Tamulenas, Edgaras Timinskas, Aleksandr Sokolov
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 10, Iss 3, Pp 201-206 (2015)
Basalt polymers are rather new materials for civil engineering; therefore, identification of peculiarities and limitations of application of such polymers in concrete structures (particularly bridges) is of vital importance. This paper experimentally
Externí odkaz:
https://doaj.org/article/b64b5df028a443aa81a414e84a67ad32
Autor:
Eugenijus Gudonis, Edgaras Timinskas, Viktor Gribniak, Gintaris Kaklauskas, Aleksandr K. Arnautov, Vytautas Tamulėnas
Publikováno v:
Engineering Structures and Technologies, Vol 5, Iss 4 (2014)
Fiber reinforced polymers (FRPs) are considered to be a promising alternative to steel reinforcement, especially in concrete structures subjected to an aggressive environment or to the effects of electromagnetic fields. Although attempts to develop e
Externí odkaz:
https://doaj.org/article/4870fa9dbecc4adab2669196a8f10bf7
Publikováno v:
Engineering Structures and Technologies, Vol 5, Iss 3 (2014)
Traditional steel reinforcement does not resist corrosion and its resources are limited; therefore, carbon, glass, aramid and basalt fibre reinforced polymer bars were developed. The composite reinforcement has a high tensile strength and resistance
Externí odkaz:
https://doaj.org/article/483f91c8f9a442699cba653191a48711
Autor:
Vytautas Tamulėnas, Edgaras Timinskas, Viktor Gribniak, Eugenijus Gudonis, Gintaris Kaklauskas, Aleksandr K. Arnautov
Publikováno v:
Engineering Structures and Technologies, Vol 5, Iss 4 (2014)
Engineering Structures and Technologies; Vol 5 No 4 (2013); 147-158
Engineering Structures and Technologies; Vol 5 No 4 (2013); 147-158
Fiber reinforced polymers (FRPs) are considered to be a promising alternative to steel reinforcement, especially in concrete structures subjected to an aggressive environment or to the effects of electromagnetic fields. Although attempts to develop e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4b4811b17dc3d72bd93da5b706ba8f69
https://journals.vgtu.lt/index.php/EST/article/view/4030
https://journals.vgtu.lt/index.php/EST/article/view/4030
Publikováno v:
Engineering Structures and Technologies, Vol 5, Iss 3 (2014)
Engineering Structures and Technologies; Vol 5 No 3 (2013); 123-133
Engineering Structures and Technologies; Vol 5 No 3 (2013); 123-133
Traditional steel reinforcement does not resist corrosion and its resources are limited; therefore, carbon, glass, aramid and basalt fibre reinforced polymer bars were developed. The composite reinforcement has a high tensile strength and resistance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eeca5b36dfefbd4554884b7629e8cd42
https://journals.vgtu.lt/index.php/EST/article/view/4027
https://journals.vgtu.lt/index.php/EST/article/view/4027
Publikováno v:
Mokslas: Lietuvos Ateitis, Vol 6, Iss 5 (2014)
Theoretical models for the evaluation of fatigue on reinforced concrete structures most commonly fall into two major groups. The first and more widely used group of models is based on S-N curves and the static stress state. These models provide the f
Externí odkaz:
https://doaj.org/article/de820630d1d8407c9c5d2b61ed9887a7