Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Edgaras Timinskas"'
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
Publikováno v:
Mokslas: Lietuvos Ateitis, Vol 4, Iss 4 (2012)
The paper discusses the results of experimental and numerical modelling using two beams reinforced with GFRP bars. One beam was made of plain concrete while the other contained short steel fibres. The influence of steel fibres on deflection and crack
Externí odkaz:
https://doaj.org/article/303a5ac9db654e63bdde5bc0b39a7f54
Autor:
Donatas Salys, Gintaris Kaklauskas, Edgaras Timinskas, Viktor Gribniak, Darius Ulbinas, Eugenijus Gudonis
Publikováno v:
Engineering Structures and Technologies, Vol 2, Iss 4 (2010)
Adequate modelling of reinforced concrete (RC) cracking, particularly post-cracking behaviour (tension stiffening), as one of the major sources of nonlinearity, is the most important and difficult task for deformation analysis. Deformationbehaviour o
Externí odkaz:
https://doaj.org/article/c79e4df7449f48ef93ebbc2625406953
Publikováno v:
Education and New Developments 2022 – Volume 2.
"In a modern education, the use of modern technologies is dictated by the time requirement to provide all spheres of life with competent specialists. This article provides an overview of the first year of the project work of an international team con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c54ce2b4888fbb116b18cb2255d3259d
https://doi.org/10.36315/2022v2end001
https://doi.org/10.36315/2022v2end001
Virtual Technologies possibilities for improving background knowledge of Civil Engineering Education
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
A new era with rapid technological changes, digitization, new forms of labour organization requires innovative ideas for modern education using a virtual learning environment and available technical means. This article discusses the prerequisites for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d48a5fa5fd9d7b0e55525a35d67f5df3
Effective integration of virtual technologies is aimed at improving the quality of education. It is very important to form trends of study at the initial stage of education. This document presents the first steps in the project “Development of a Vi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3558b94eb1f6a35ba4875724875b6b9b
https://doi.org/10.4018/978-1-7998-1591-4.ch016
https://doi.org/10.4018/978-1-7998-1591-4.ch016
Publikováno v:
Scopus-Elsevier
This paper reports the experimental and numerical studies of concrete beams reinforced with glass fibre-reinforced polymer (GFRP) reinforcing bars with and without the addition of steel fibres. GFRP- reinforced concrete beam specimens of equivalent g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::50caf59da3e031c4d8e0358fa18f028d
https://doi.org/10.2749/guimaraes.2019.0500
https://doi.org/10.2749/guimaraes.2019.0500
Autor:
Aleksandr Sokolov, Vytautas Tamulenas, Aleksandr K. Arnautov, Edgaras Timinskas, Viktor Gribniak, Gintaris Kaklauskas
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 10, Iss 3, Pp 201-206 (2015)
The Baltic Journal of Road and Bridge Engineering; Vol 10, No 3 (2015): The Baltic Journal of Road and Bridge Engineering; 201-206
The Baltic Journal of Road and Bridge Engineering; Vol 10, No 3 (2015): The Baltic Journal of Road and Bridge Engineering; 201-206
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::7ffd2d4c68497ef7ca9935b82151ea58
https://bjrbe-journals.rtu.lv/article/view/3437
https://bjrbe-journals.rtu.lv/article/view/3437