A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Physical and numerical models for the shear load-carrying capacity testing of steel-concrete bonded joints
Abstract Owing to the very good adhesion between epoxy resins and steel or concrete it is quite possible to achieve coupling of these materials by means of bonding alone, without using any additional coupling means such as anchors or dowels. The shear-bearing capacity and properties of such joints, from the point of view of their practical application, are the subject of the investigations reported. For the tests done in this work, physical models were designed by which it was possible to determine the stress distribution and approximate values of the shear-bearing capacity as a function of properties of the coupled materials. The concept of the physical models used was tested by numerical models.
Resume Etant donné l'excellente adhérence des époxydes à l'acier ou au béton, il est tout à fait possible de relier ces matériaux par simple collage sans autre élément de jonction, tels ancrages et goujons. Les études réalisées portent uniquement sur la résistance au cisaillement et les propriétés de ces joints, du point de vue de leur utilisation pratique. Pour effectuer les essais, on a conçu des modèles physiques permettant de déterminer la distribution des contraintes et les valeurs approximatives de résistance au cisaillement en fonction de la qualité des matériaux assemblés. Les modèles physiques ont été vérifiés à l'aide de méthodes numériques.
Physical and numerical models for the shear load-carrying capacity testing of steel-concrete bonded joints
Abstract Owing to the very good adhesion between epoxy resins and steel or concrete it is quite possible to achieve coupling of these materials by means of bonding alone, without using any additional coupling means such as anchors or dowels. The shear-bearing capacity and properties of such joints, from the point of view of their practical application, are the subject of the investigations reported. For the tests done in this work, physical models were designed by which it was possible to determine the stress distribution and approximate values of the shear-bearing capacity as a function of properties of the coupled materials. The concept of the physical models used was tested by numerical models.
Resume Etant donné l'excellente adhérence des époxydes à l'acier ou au béton, il est tout à fait possible de relier ces matériaux par simple collage sans autre élément de jonction, tels ancrages et goujons. Les études réalisées portent uniquement sur la résistance au cisaillement et les propriétés de ces joints, du point de vue de leur utilisation pratique. Pour effectuer les essais, on a conçu des modèles physiques permettant de déterminer la distribution des contraintes et les valeurs approximatives de résistance au cisaillement en fonction de la qualité des matériaux assemblés. Les modèles physiques ont été vérifiés à l'aide de méthodes numériques.
Physical and numerical models for the shear load-carrying capacity testing of steel-concrete bonded joints
Muravljov, M. (author) / Krasulja, M. (author)
Materials and Structures ; 27 ; 40-53
1994-01-01
14 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 1994
Load-Carrying Capacity of Timber Joints
| Springer Verlag | 2023
Load-carrying capacity of post-installed steel anchors to concrete, subjected to shear
| British Library Conference Proceedings | 2007