Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Simona Dobrilla"'
Autor:
Adnan Ibrahimbegovic, Hermann G. Matthies, Simona Dobrilla, Emir Karavelić, Rosa Adela Mejia Nava, Cong Uy Nguyen, M. Sadiq Sarfaraz, Andjelka Stanić, Jaroslav Vondřejc
Publikováno v:
SN Applied Sciences, Vol 4, Iss 7, Pp 1-36 (2022)
Abstract The main goal of this review is to provide a thorough scientific understanding of the interplay between stochastics and mechanics, by classifying what can be achieved by representing mechanical system parameters in terms of deterministic val
Externí odkaz:
https://doaj.org/article/9ed6e059aaad49faa5bda87e8fb5d4bb
Publikováno v:
Zbornik Radova, Vol 20, Iss 1 (2019)
Provedeno je eksperimentalno ispitivanje dinamičkog odziva modela slobodno oslonjene grede s dodatnim koncentriranim masama. Određene su amplitude pobude unutar kojih je odgovor grede linearan. Prikazani su eksperimentalno dobiveni rezultati za pom
Externí odkaz:
https://doaj.org/article/014c76890756486b9ce09d506787fd6a
Publikováno v:
International Journal for Numerical Methods in Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c720c38b62a56e82025e32243afc41cc
https://doi.org/10.1002/nme.7289
https://doi.org/10.1002/nme.7289
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 409:115964
In this work, we propose Bayesian parameter estimation of a nonlinear mechanics based model describing the behaviour of mortar subjected to double shear test with externally bonded carbon fibre reinforced polymer (CFRP) plates. With the Bayesian appr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b994bf360a0fd06c9c318294e5903150
https://doi.org/10.1016/j.cma.2023.115964
https://doi.org/10.1016/j.cma.2023.115964
Publikováno v:
Zbornik Radova, Vol 20, Iss 1 (2019)
Zbornik radova (Građevinski fakultet Sveučilišta u Rijeci)
Volume XX
Issue 1
Zbornik radova (Građevinski fakultet Sveučilišta u Rijeci)
Volume XX
Issue 1
Experimental testing of the dynamic response of a simply supported beam model with discrete masses has been carried out. The range of excitation amplitudes for which the response is linear have been determined. The experimentally obtained displacemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::836a9879959bc4db2495fd1322171394
http://zr.gradri.uniri.hr/index.php/zr/article/view/40
http://zr.gradri.uniri.hr/index.php/zr/article/view/40