Zobrazeno 1 - 10
of 137
pro vyhledávání: '"Siwowski Tomasz"'
Autor:
Duda Aleksander, Siwowski Tomasz
Publikováno v:
Studia Geotechnica et Mechanica, Vol 43, Iss 4, Pp 411-424 (2021)
Waste tyre-derived products, including whole tyres, tyre bales, shreds, chips and crumb rubber, have been widely used in geotechnical applications. In particular, tyre bales have considerable potential for use in the construction of a lightweight emb
Externí odkaz:
https://doaj.org/article/30842829c8cc4606b8654be11028052f
Autor:
Siwowski Tomasz, Rajchel Mateusz
Publikováno v:
Selected Scientific Papers: Journal of Civil Engineering, Vol 12, Iss 2, Pp 47-54 (2017)
The paper presents initial results of a new approach to FRP composite bridge construction that is presently being developed and tested in Poland. The concept combines lightweight concrete with FRP composites to create a durable highly optimised struc
Externí odkaz:
https://doaj.org/article/f44dd6c921384e72a58068bfa62c7b35
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 4, Iss 2, Pp 62-74 (2015)
The main goal of the research project was to develop and demonstrate the first Polish FRP composite road bridge, starting from concept design and material research, and going thru manufacturing technique selection, detailed FEM analysis and structura
Externí odkaz:
https://doaj.org/article/48623a4bbee64049b3cca68f8d5a92bf
Autor:
Duda Aleksander, Siwowski Tomasz
Publikováno v:
MATEC Web of Conferences, Vol 262, p 05005 (2019)
This article describes the tests of the pressure distribution on bridge abutment generated by the backfill made of the recycled car tyres compressed in the form of bales with interfaces of medium sands and a buffer layer with tyre shreds. Backfill pr
Externí odkaz:
https://doaj.org/article/64329ac0805c4558abc095a914ec8339
Autor:
Siwowski Tomasz, Rajchel Mateusz
Publikováno v:
MATEC Web of Conferences, Vol 285, p 00016 (2019)
The lightweight nature and low stiffness of fibre reinforced polymer (FRP) structures combined with low material damping may lead to excessive structural vibration and may increase the dynamic amplification of deformations and stresses in FRP bridge
Externí odkaz:
https://doaj.org/article/a4ea638417c1486880f976d5821770f8
Autor:
Siwowski Tomasz, Żółtowski Piotr
Publikováno v:
Selected Scientific Papers: Journal of Civil Engineering, Vol 7, Iss 1, Pp 79-86 (2012)
Limitation of bridge’s carrying bearing capacity due to aging and deterioration is a common problem faced by road administration and drivers. Rehabilitation of bridges including strengthening may be applied in order to maintain or upgrade existing
Externí odkaz:
https://doaj.org/article/7d14353bc0b14850b0da68f37d9be714
Autor:
Rajchel, Mateusz, Siwowski, Tomasz
Publikováno v:
In Journal of Constructional Steel Research June 2024 217
Publikováno v:
In Procedia Structural Integrity 2024 64:1581-1588
Autor:
Kulpa, Maciej, Siwowski, Tomasz
Publikováno v:
In Procedia Structural Integrity 2024 64:1339-1346
Autor:
Kulpa, Maciej, Siwowski, Tomasz
Publikováno v:
In Procedia Structural Integrity 2024 64:1673-1680