Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Salys, Donatas"'
Autor:
Kaklauskas, Gintaris, Gribniak, Viktor, Jakubovskis, Ronaldas, Gudonis, Eugenijus, Salys, Donatas, Kupliauskas, Rimantas
Publikováno v:
Journal of Civil Engineering and Management; Vol 18 No 1 (2012); 24-29
The paper presents a simple discrete crack model for analyzing the deformation and crack width of reinforced concrete beams. The model is based on a non-iterative algorithm and uses a rigid-plastic bond-slip law and elastic properties of materials. C
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=vilniusgedim::ac26fef28e1d34af5bc598353519b85a
https://journals.vilniustech.lt/index.php/JCEM/article/view/4404
https://journals.vilniustech.lt/index.php/JCEM/article/view/4404
Autor:
Salys, Donatas
Supleišėjusio gelžbetonio elgsena tarp plyšių (tempiamojo betono sustandėjimas) tiriama jau daugiau nei septynis dešimtmečius, tačiau pasaulyje nėra vieningų ir tarpusavyje suderintų deformacijų ir plyšio pločio skaičiavimo teorijų i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2495::75c26c0a1ac0faabfb8e462396f20b08
http://dspace1.vgtu.lt/handle/1/912
http://dspace1.vgtu.lt/handle/1/912
Publikováno v:
Engineering Structures and Technologies; Vol 1 No 3 (2009); 141-147
Engineering Structures and Technologies, Vol 1, Iss 3 (2009)
Engineering Structures and Technologies, Vol 1, Iss 3 (2009)
After cracking, the stiffness of the member along its length varies, which makes the calculation of deformations complicated. In a cracked member, stiffness is largest in the section within the uncracked region while remains smallest in the cracked s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::168f47c442ae230211cadb8da3263e5e
http://journals.vgtu.lt/index.php/EST/article/view/7544
http://journals.vgtu.lt/index.php/EST/article/view/7544
Modelling deformation behaviour of rc beams attributing tension-stiff ening to tensile reinforcement
After cracking, the stiffness of the member along its length varies, which makes the calculation of deformations complicated. In a cracked member, stiffness is largest in the section within the uncracked region while remains smallest in the cracked s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2495::edebbeeab55b2282a81975c5d9dd8171
http://dspace1.vgtu.lt/handle/1/342
http://dspace1.vgtu.lt/handle/1/342
Autor:
Salys, Donatas, Kaklauskas, Gintaris, Timinskas, Edgaras, Gribniak, Viktor, Ulbinas, Darius, Gudonis, Eugenijus
Publikováno v:
Engineering Structures and Technologies; January 2010, Vol. 2 Issue: 4 p146-154, 9p
Publikováno v:
Engineering Structures and Technologies; January 2009, Vol. 1 Issue: 3 p141-147, 7p