Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Abdelhamid, Charif"'
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 29, Iss 4, Pp 365-372 (2017)
The bond properties of reinforcing steel bars embedded in structural concrete made with locally available natural lightweight aggregates, was studied using pull-out tests on cubic specimens of 150 × 150 × 150 mm. A series of 30 specimens were cast
Externí odkaz:
https://doaj.org/article/8fce8bfb735748bbb1d29491e0de4b5e
Publikováno v:
KSCE Journal of Civil Engineering. 21:889-899
The incorporation of Supplementary Cementitious Materials (SCMs) greatly influences the pore structure and rheological properties of High Performance Concrete (HPC). Rheology affects the behaviour of hardened concrete and pore structure can give insi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6da3e4eb24f0ddfdb736125f10547713
https://doi.org/10.1007/s12205-016-1781-x
https://doi.org/10.1007/s12205-016-1781-x
Publikováno v:
Acta geotechnica Slovenica, vol. 13, no. 1, pp. 65-75, 2016.
Swelling soils can be found in many parts of the world. The state of practice in this area has been changing over recent decades. The design of foundations for expansive soils is an impo rtant challenge facing engineers. The excessive damage is, in p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::f2fc4e942063290b49622d49590924af
https://dk.um.si/IzpisGradiva.php?id=70872
https://dk.um.si/IzpisGradiva.php?id=70872
Publikováno v:
Arabian Journal for Science and Engineering. 39:3525-3534
This experimental investigation explored the feasibility of using volcanic scoria rocks located in the north-western region of Saudi Arabia for producing structural lightweight concretes (SLWCs). Several concrete mixes were designed, produced, and te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d074c2f1445c3818dc14a67df0025e24
https://doi.org/10.1007/s13369-014-1019-5
https://doi.org/10.1007/s13369-014-1019-5
Publikováno v:
Proceedings of International Structural Engineering and Construction. 2
While much attention has been and continue deservedly to be given to the effect of the variability of concrete strength and properties on the response of reinforced concrete structures, there is little, if any, information on the effects of variabili
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c2efa0fa2497bd1c80b7800b2be6bfd
https://doi.org/10.14455/isec.res.2015.170
https://doi.org/10.14455/isec.res.2015.170
Publikováno v:
Revue Européenne des Éléments Finis. 13:841-856
An analytical model, which can simulate the biaxial description of the nonlinear behavior of reinforced concrete structures, is introduced. The behavior of concrete is assumed orthotropic inside the ultimate failure surface and a compressive softenin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed44be9f2c515d16ca7a722290481dd4
https://doi.org/10.3166/reef.13.841-856
https://doi.org/10.3166/reef.13.841-856
Publikováno v:
Revue Française de Génie Civil. 6:1397-1414
A contribution of bi-dimensional finite elements analysis of non-linear behavior of reinforced concrete structures under monotonic loading is presented. The non-linearity material is characterized by several phenomena such as materials non-linearity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4b5715b6ee0bb491c2bf8f9a8a2e2be
https://doi.org/10.1080/12795119.2002.9692415
https://doi.org/10.1080/12795119.2002.9692415
Publikováno v:
Revue Européenne des Éléments Finis. 8:135-157
In order to avoid using three-dimensional elements (hexaedric and prismatic) of higher order for the study of plate bending, a new hexaedric simple element with eight nodes, three degrees of freedo...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9bab69d4da772a45ac6965770256305
https://doi.org/10.1080/12506559.1999.10511361
https://doi.org/10.1080/12506559.1999.10511361
Publikováno v:
Latin American Journal of Solids and Structures, Vol 11, Iss 7, Pp 1251-1274
This paper presents analytical and experimental results on ductility of reinforced lightweight concrete beams and columns in the form of moment curvature relationships, and compares the response with that of normal reinforced concrete members. The ex
Externí odkaz:
https://doaj.org/article/5476a8716be14beb90f72fd5c94a260e