Zobrazeno 1 - 10
of 70
pro vyhledávání: '"Darius Bacinskas"'
Autor:
Artūras Kilikevičius, Darius Bacinskas, Mindaugas Jurevičius, Kristina Kilikevičienė, Antanas Fursenko, Jonas Jakaitis, Eligijus Toločka
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 13, Iss 1 (2018)
Paper presents dynamic field test and analysis results of a three span railway steel continuous truss bridge over river Neris in Jonava. Bridge was originally constructed in 1914. In the period of the World War II and afterwards the bridge was many t
Externí odkaz:
https://doaj.org/article/cb92279388f64a7f981f60916a2bf1c4
Autor:
Viktor Gribniak, Gintaris Kaklauskas, Darius Bacinskas, Wen-Pei Sung, Aleksandr Sokolov, Darius Ulbinas
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 6, Iss 2, Pp 77-83 (2011)
The present paper reports results of the investigation on shrinking of the concrete mixture which is often used for casting the new bridges. The study is based on the experimental results obtained in three research projects which were performed under
Externí odkaz:
https://doaj.org/article/c683a2df05c24636b0d8f66016ecc496
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 2, Iss 4, Pp 183-193 (2007)
Present state-of-art review deals with concrete shrinkage influence on cracking resistance and deformations of structural elements of concrete bridges. It has been shown that shrinkage deformations are one of major causes of defects in bridge structu
Externí odkaz:
https://doaj.org/article/84a6d24ce3ba4d32b361a12cdd2aa3a7
Publikováno v:
Journal of Civil Engineering and Management, Vol 14, Iss 1 (2008)
This paper introduces the recent state of research on shrinkage of concrete. It reviews prediction models of shrinkage strain and curvature analysis methods of reinforced concrete members. New test data on concrete shrinkage has been presented. Vario
Externí odkaz:
https://doaj.org/article/7ff55ec925544d3bb40c8577c60e9765
Autor:
Aleksandr Sokolov, Darius Bacinskas, Gintaris Kaklauskas, Regimantas Ramanauskas, A. Meskenas
Publikováno v:
Structures. 34:3363-3375
The layer approach is a simple tool to predict the moment–curvature behaviour of steel fibre reinforced concrete (SFRC) beams. The material stress–strain response of compressive concrete and tensile reinforcement is simple, as for ordinary RC str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e6a36bc3cab2ce48ddfed1697ffcb63
https://doi.org/10.1016/j.istruc.2021.09.070
https://doi.org/10.1016/j.istruc.2021.09.070
Publikováno v:
Materials; Volume 15; Issue 3; Pages: 1005
Materials, Vol 15, Iss 1005, p 1005 (2022)
Materials, Vol 15, Iss 1005, p 1005 (2022)
In the modern construction industry, lightweight aggregate concrete (LWAC) is often used in the production of load-bearing structural members. LWAC can be up to 40% lighter by volume in comparison to normal strength concrete. On the other hand, the l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9366865427b047300aa741215a8f95ff
Publikováno v:
INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2da5b3c3af270fff537d484a79fe5489
https://doi.org/10.1063/5.0081535
https://doi.org/10.1063/5.0081535
Publikováno v:
INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42633c17b31b04bf34d924261d08db2d
https://doi.org/10.1063/5.0081654
https://doi.org/10.1063/5.0081654
Autor:
Karolis Sakalauskas, Gintaris Kaklauskas, Aleksandr Sokolov, Darius Bacinskas, Deividas Rumsys
Publikováno v:
RILEM Bookseries ISBN: 9783030729202
The study carried out at Vilnius Gediminas Technical University (Vilnius Tech) reports test results on cracking of seven RC beams of the rectangular section. The beams were subjected to a short-term loading under a four-point bending configuration. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7874ab8039318eb02b1b8ac4f71f47c
https://doi.org/10.1007/978-3-030-72921-9_8
https://doi.org/10.1007/978-3-030-72921-9_8
Autor:
Kristina Kilikevičienė, Darius Vainorius, Dariusz Ulbrich, Jarosław Selech, Jonas Matijošius, Dawid Romek, Darius Bacinskas, Artūras Kilikevičius
Publikováno v:
Symmetry, Vol 12, Iss 657, p 657 (2020)
Symmetry; Volume 12; Issue 4; Pages: 657
Symmetry; Volume 12; Issue 4; Pages: 657
Bringing together the experience and knowledge of engineers allowed building modern footbridges as very slender structures. This in turn has led to structural vibration problems, which is a direct consequence of slender structures. In some footbridge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b779605ee7b4a74d39ef10546fe673f
https://www.mdpi.com/2073-8994/12/4/657
https://www.mdpi.com/2073-8994/12/4/657