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Probabilistic and semi-probabilistic analysis of slender columns frequently use...

Strauss, Alfred; Hauser, Michael; Täubling, Benjamin; Ivanković, Ana Mandić; Skokandić, Dominik; Matos, José C.; Galvão, Neryvaldo; Benko, Vladimir

The stability of slender columns is a topic that has been dealt with in research and practice for many years. The importance of this topic also increases with the possibility of using non-linear modeling approaches to determine the stability and with the increasingly complex safety formats. In order to show the complexity and the variability associated with the non-linear models, two previous contributions disc...


Round-Robin modelling of the load-bearing capacity of slender columns by using ...

Strauss, Alfred; Ivankovic, Ana Mandic; Benko, Vladimir; Matos, José C.; Marchand, Pierre; Wan-Wendner, Roman; Galvao, Neryvaldo; Orcesi, Andre

Non-linear finite element analyses have intrinsic model and user factors that influence the results of the analyses. However, non-linear finite element analysis can provide a tool to assess safety using realistic descriptions of material behaviour with actual material properties. A realistic estimation of the existing safety and capacity of slender column elements can be achieved by means of "true" material pro...


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