Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Denis Imamović"'
Autor:
Denis Imamović, Matjaž Skrinar
Publikováno v:
Mathematics, Vol 12, Iss 21, p 3327 (2024)
This paper presents a detailed analytical approach for the bending analysis of reinforced concrete beams, integrating both structural mechanics principles and Eurocode 2 provisions. The general analytical expressions derived for the curvature were ap
Externí odkaz:
https://doaj.org/article/fdcf7c20ceea4a4293e9beb5cb4d58a3
Publikováno v:
Mathematics, Vol 12, Iss 19, p 3142 (2024)
This article aims to provide an accurate mathematical model with the minimum number of degrees of freedom for describing the floating sleeper phenomenon. This was accomplished using mathematical modeling supported by extensive field measurements of t
Externí odkaz:
https://doaj.org/article/a956263574cb423aae245f39b46fa3fd
Publikováno v:
Applied Sciences, Vol 11, Iss 22, p 10939 (2021)
This paper derives an original finite element for the static bending analysis of a transversely cracked uniform beam resting on a two-parametric elastic foundation. In the simplified computational model based on the Euler–Bernoulli theory of small
Externí odkaz:
https://doaj.org/article/5d725446158d4a53b3740e15f2f5e231
Publikováno v:
Applied Sciences, Vol 11, Iss 21, p 10027 (2021)
In regions exposed to floods followed by cold weather, brick masonry as a structural basis of the building envelope can be damaged due to the accompanying phenomenon of freezing and thawing. The main purpose of the article is the development of a mat
Externí odkaz:
https://doaj.org/article/23b804b798584caca9205096d10e7eb6
Publikováno v:
Applied Sciences
Volume 11
Issue 22
Applied Sciences, Vol 11, Iss 10939, p 10939 (2021)
Volume 11
Issue 22
Applied Sciences, Vol 11, Iss 10939, p 10939 (2021)
This paper derives an original finite element for the static bending analysis of a transversely cracked uniform beam resting on a two-parametric elastic foundation. In the simplified computational model based on the Euler–Bernoulli theory of small
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4de9cb430d49193b9853ec239bc8c1a3
Autor:
Matjaž Skrinar, Denis Imamović
Potresno inženirstvo je - kljub temu, da gre za relativno mlado podrocje - podrocje, ki se zelo intenzivno razvija, hkrati pa je to tudi zelo obsežno podrocje. Zato so v delu obravnavane samo analize konstrukcij stavb, s poudarkom na dolocitvi veli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3abf2947802b4f12138f0536b41fba86
https://doi.org/10.18690/978-961-286-375-3
https://doi.org/10.18690/978-961-286-375-3
Autor:
Denis Imamović, Matjaž Skrinar
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 42:1389-1404
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a952641583cbb304834f3e117f7c993f
https://doi.org/10.1002/nag.2796
https://doi.org/10.1002/nag.2796
Improved finite element of a transversely cracked straight beam with an additional degree of freedom
Autor:
Denis Imamović, Matjaž Skrinar
Publikováno v:
Latin American Journal of Solids and Structures, Volume: 16, Issue: 5, Article number: e193, Published: 27 JUN 2019
Latin American Journal of Solids and Structures v.16 n.5 2019
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures v.16 n.5 2019
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
A new finite element with an additional degree of freedom at the crack location is derived for static bending analysis of a transversely cracked uniform slender beam. In the simplified computational model, which is based on Euler-Bernoulli's theory o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::483acf44973fbade7394c7fffa369203
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000500502&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000500502&lng=en&tlng=en
Autor:
Denis Imamović, Matjaž Skrinar
Publikováno v:
Engineering Design Applications ISBN: 9783319790046
This paper extends the utilisation of the standard beam finite element model with two nodes by presenting derivations of a closed-form stiffness matrix and a load vector for slender beams where the height variation is given as a general quadratic fun
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f02c2a42efdc0cb1a4f8b70dbd562544
https://doi.org/10.1007/978-3-319-79005-3_7
https://doi.org/10.1007/978-3-319-79005-3_7