Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Oldřich Sucharda"'
Publikováno v:
Buildings, Vol 11, Iss 11, p 512 (2021)
Thin-walled cold-rolled sections are used in the construction industry, especially in the roofing of large-span halls. The load-bearing capacity of a thin-walled structure depends to a large extent on the load-bearing capacity of the details at the p
Externí odkaz:
https://doaj.org/article/32c01ff1274e421cab4f30c18890689f
Diagnostic and Analysis of Specific Soil with Ground Water Level and Plain Concrete Slab Interaction
Publikováno v:
Acta Montanistica Slovaca. 25:427-443
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e6ec0df2a365907f7d4ccfde38d0ac2
https://doi.org/10.46544/ams.v25i3.14
https://doi.org/10.46544/ams.v25i3.14
Publikováno v:
Procedia Structural Integrity. 2019, vol. 17, issue 1, p. 610-617.
Nowadays, traditional concrete mixture uses as a binder well known Portland cement. However, the production of the Portland cement is not environmentally friendly, due to high production of CO2 in the fabrication process. In recent years, there are s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fb0b0988db0820eaaafc6045b9d751e5
https://doi.org/10.1016/j.prostr.2019.08.082
https://doi.org/10.1016/j.prostr.2019.08.082
Publikováno v:
Procedia Structural Integrity. 13:1533-1538
Self-compacting concrete (SCC) and Steel fibre reinforced concrete (SFRC) have higher tensile strength capacity, limited crack width and higher post peak capacity, as well as easier construction handling. Thus SFRC allows for advanced and innovative
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::595838e3a1d79890d22809ba34484049
https://doi.org/10.1016/j.prostr.2018.12.313
https://doi.org/10.1016/j.prostr.2018.12.313
Publikováno v:
AIP Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d51adde1c20ddb03a5e18960d447897
https://doi.org/10.1063/1.5114115
https://doi.org/10.1063/1.5114115
Autor:
Marek Johanides, David Mikolášek, Oldřich Sucharda, Petr Mynarcik, Antonín Lokaj, Lenka Kubincová
Publikováno v:
Sustainability, Vol 13, Iss 156, p 156 (2021)
Sustainability
Volume 13
Issue 1
Sustainability
Volume 13
Issue 1
Initially, timber was considered only as an easily accessible and processable material in nature
however, its excellent properties have since become better understood. During the discovery of new building materials and thanks to new technologica
however, its excellent properties have since become better understood. During the discovery of new building materials and thanks to new technologica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7bab6cfc4d15a4b5850481d98859182b
https://doi.org/10.3390/su13010156
https://doi.org/10.3390/su13010156
Autor:
Petr Konečný, Petr Miarka, Vlastimil Bílek, Petr Lehner, Stanislav Seitl, Marie Horňáková, Oldřich Sucharda
Publikováno v:
Theoretical and Applied Fracture Mechanics. 2020, vol. 110, issue 102812, p. 1-15.
This experimental study shows the conjunction of fracture mechanics with the ability of high-performance concrete (HPC) to resist an aggressive chloride environment. Moreover, the influence of a chloride-contaminated environment on the fracture tough
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::06f1a70e40bb804646fca306ca041f72
https://doi.org/10.1016/j.tafmec.2020.102812
https://doi.org/10.1016/j.tafmec.2020.102812
Publikováno v:
AIP Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c34fa3c4cefc8f7230c50f1df49cb061
https://doi.org/10.1063/1.5043802
https://doi.org/10.1063/1.5043802
Publikováno v:
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, Vol 14, Iss 2, Pp 1-10 (2014)
The paper analyses a drawn steel joint in round logs for which several types of reinforcements have been proposed. The load-carrying capacity of the reinforcements have been tested in laboratories. At the same time, numerical modelling has been perfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ee0b69f5d1f7f4f0e6bbf5362450cc6b
https://doi.org/10.2478/tvsb-2014-0027
https://doi.org/10.2478/tvsb-2014-0027
Publikováno v:
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 12:186-194
This paper deals with the determination of compressive strength of concrete. Cubes, cylinders and re-used test beams were tested. The concrete beams were first subjected to three-point or fourpoint bending tests and then used for determination of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7fe18bdd999adaf51a034fbbdb1647c
https://doi.org/10.2478/v10160-012-0033-3
https://doi.org/10.2478/v10160-012-0033-3