Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Sarah Khaleel Ibrahim"'
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-11 (2023)
Abstract This research proposes a novel method that considers the optimal reliability-based design of reinforced concrete haunched beams subjected to probabilistic concrete properties and complementary strain energy values. The theory is applied twic
Externí odkaz:
https://doaj.org/article/adf7eda5263845da8ae28a3b32c8e622
Publikováno v:
Mathematics, Vol 11, Iss 10, p 2349 (2023)
This paper aims to investigate the plastic response of reinforced concrete tapered beams when subjected to random steel reinforcement volumes, using both deterministic and probabilistic analyses, with the complementary strain energy as a boundary in
Externí odkaz:
https://doaj.org/article/44554b1eadc4455d95e4308398ddeba6
Autor:
Zoltán Major, Sarah Khaleel Ibrahim, Majid Movahedi Rad, Attila Németh, Dániel Harrach, Géza Herczeg, Szabolcs Szalai, Szabolcs Kocsis Szürke, Dóra Harangozó, Mykola Sysyn, Dmytro Kurhan, Gusztáv Baranyai, László Gáspár, Szabolcs Fischer
Publikováno v:
Infrastructures, Vol 8, Iss 3, p 41 (2023)
The current paper deals with the numerical investigation of a unique designed pre-stressed reinforced concrete railway sleeper for the design speed of 300 km/h, as well as an axle load of 180 kN. The authors applied different methodologies in their r
Externí odkaz:
https://doaj.org/article/26fc02f7b77e42cc90c83edc467ed725
Publikováno v:
Acta Polytechnica Hungarica. 20:45-62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4429056ccac2d8cec584823f1fb9854e
https://doi.org/10.12700/aph.20.1.2023.20.4
https://doi.org/10.12700/aph.20.1.2023.20.4
Publikováno v:
Structures. 39:987-996
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2dae6c385ce670eade0ca1d03828fe8
https://doi.org/10.1016/j.istruc.2022.03.080
https://doi.org/10.1016/j.istruc.2022.03.080
Publikováno v:
Polymers
Volume 15
Issue 3
Pages: 569
Volume 15
Issue 3
Pages: 569
The plastic behavior of strengthened haunched beams utilizing carbon fiber-reinforced polymers (CFRP) was investigated using a probabilistic design that took into account random concrete properties, CFRP properties, and complementary strain energy va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4c6708a12eeeee7844374c18d7e488c8
Publikováno v:
Sustainability; Volume 15; Issue 7; Pages: 5742
This work introduces elasto-plastic analysis of prestressed reinforced concrete beams under different prestressing conditions by limiting the residual plastic behaviour inside the steel bars using complementary strain energy. A non-linear optimal met
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e3c6df01e8c7c515fba3d8d35ed32866
https://doi.org/10.3390/su15075742
https://doi.org/10.3390/su15075742
Publikováno v:
Periodica Polytechnica Civil Engineering.
In this research, in order to evaluate the plastic limit load and also plastic design parameters of the long pile foundations subjected to horizontal loads, shakedown method is applied. In carrying out shakedown analysis and design methods, large pla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37f96ba47cf2d3098b996c49e84061f1
https://doi.org/10.3311/ppci.17402
https://doi.org/10.3311/ppci.17402