Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Robertas Balevičius"'
Autor:
Gvidas Pocius, Robertas Balevičius
Publikováno v:
Engineering Structures and Technologies, Vol 4, Iss 2 (2012)
In the Part I of the paper, structure of granular aggregates obtained after compaction of poly- and mono-dispersed spherical particles was characterized in terms of the coordination number, particles contacting forces and volume fraction distribution
Externí odkaz:
https://doaj.org/article/e694bcf3214a4eddb98b83f51e8777e0
Autor:
Gvidas Pocius, Robertas Balevičius
Publikováno v:
Engineering Structures and Technologies, Vol 4, Iss 1 (2012)
The paper presents two part investigation into the behaviour of poly- and monodispersed granular material applying the discrete element method (DEM). Granular aggregates involve the compaction of spherical particles within the wall-bounded domain und
Externí odkaz:
https://doaj.org/article/ff2f25674e8647cca077f17da1221220
Publikováno v:
Journal of Civil Engineering and Management, Vol 16, Iss 3 (2010)
In the short term, the Euorocode‐based techniques will be implemented as the main design specifications for structural engineers from the member‐states of the European Union instead of the national standards. Therefore, it is of primary importanc
Externí odkaz:
https://doaj.org/article/df980277e2d244c6a211eefdb9f5095b
Publikováno v:
Engineering Structures and Technologies, Vol 1, Iss 3 (2009)
The paper proposes numerical and analytical models of the time-dependent analysis of a multilayered composite. These models enable us to predict the time-dependent behaviour of composite structures made of materials having age-variable properties. Th
Externí odkaz:
https://doaj.org/article/aeb734a52abf4d0aaa555590e8155eab
Publikováno v:
Journal of Civil Engineering and Management, Vol 6, Iss 2 (2000)
It is very important to take into account time-dependent non-elastic deformations and variation of concrete mechanical characteristics in analysis of concrete structures. In codes of many countries, such as ENV 1992-1-1 (Eurocode) [1], ACI 209–92 (
Externí odkaz:
https://doaj.org/article/be077a91c495465fb816bab79a11c804
Publikováno v:
Journal of Civil Engineering and Management, Vol 5, Iss 6 (1999)
Determination of stress-strain state imposed by concrete linear creep and specification of steel prestress losses in linear prestressed concrete member is discussed in this article. Particularities of regulations of the Code acting in Lithuania [1] a
Externí odkaz:
https://doaj.org/article/863c8dd369c64a1db358d58f48a1bf77
Autor:
Robertas Balevičius, Zenon Mróz
Publikováno v:
Powder Technology. 378:685-703
The frictional dissipation and energy stored in two spherical grains are investigated analytically for the sliding or combined slip-sliding regimes for the experimentally-typical cases of testing. The analytical formulae are proposed for the explicit
Publikováno v:
Powder Technology. 377:297-307
Flow analysis of pea grains in a three-dimensional, flat-bottomed bin made of Plexiglas is quantitatively investigated regarding the discharge velocities generated experimentally and those predicted using micro- and macro-mechanical approaches. The d
Autor:
Robertas Balevičius, Mindaugas Augonis
Publikováno v:
Composite Structures. 187:85-101
The analytical and numerical models for combining the effects of bond, shrinkage, creep and ageing of concrete on the stress-strain state and cracking resistance of reinforced or prestressed concrete elements in a period prior to loading are proposed
Autor:
Robertas Balevičius, Zenon Mróz
Publikováno v:
Procedia Engineering. 172:75-82
The analytical modelling of coupled slip and sliding contact response of two elastic spheres is presented for the kinematically imposed sphere centre relative motion trajectories. One sphere is assumed as a fixed, the other translating along a specif