Punching of RC slabs under eccentric loads
| Autor: | M. Farzam, N. A. Fouad, J. Grünberg, M. Y. Fard |
|---|---|
| Rok vydání: | 2010 |
| Předmět: |
Engineering
business.industry Tension (physics) media_common.quotation_subject Building and Construction Structural engineering Eurocode Concentric Compressive strength Mechanics of Materials Eccentric General Materials Science Eccentricity (behavior) business Reinforcement Punching Civil and Structural Engineering media_common |
| Zdroj: | Structural Concrete. 11:211-220 |
| ISSN: | 1751-7648 1464-4177 |
| DOI: | 10.1680/stco.2010.11.4.211 |
| Popis: | The main objective of this paper is to study the effect of eccentricity of loads on the ultimate punching resistance and rotational capacity of slabs. A mechanical model recently proposed by Muttoni, which has been developed to predict the punching capacity of slab–column connections under concentric loads, is developed in the same manner as that of Broms to be applicable for the investigation of rotational capacity of slabs under eccentric loads. Furthermore, the effect of eccentricity of load on the ultimate punching resistance and the rotational capacity of slabs with respect to column is numerically studied performing a non-linear finite-element analysis using Atena. The numerical analyses consist of calculations of selected punching tests. The factors affecting the behaviour of the connections, such as the ratio of tension reinforcement, the type of reinforcement steel and the concrete compression strength are studied parametrically. The results of the analyses are compared with Eurocode 2 and ACI co... |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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