Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Mohamed Tahar Belarbi"'
Publikováno v:
Revue Européenne de Génie Civil. 9:1151-1175
The lack of compatibility between degrees of freedom of various elements is a problem frequently encountered in practice during the modelling of complex structures. Coupling of membrane and beam elements is an illustrating classical example. The prob
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d3b318ae1f4c43b40078cc261b94ef2a
https://doi.org/10.1080/17747120.2005.9692805
https://doi.org/10.1080/17747120.2005.9692805
Autor:
Toufik Maalem, Mohamed Tahar Belarbi
Publikováno v:
Revue Européenne des Éléments Finis. 14:985-997
Based on the strain approach, with the customary two displacement d.o.f at each corner, a rectangular element is developed for the general plane linear elasticity problems. The adoption of independent linear variations for direct strains and an indep
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac5ab5f3d2dd137da0426f911d0781a1
https://doi.org/10.3166/reef.14.985-997
https://doi.org/10.3166/reef.14.985-997
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