Analysis of Failure Mechanism in Joints with Positive Eccentricity in CFS Truss

The paper presents studies concerning the load-bearing capacity of truss joints with a positive eccentricity resulting from the arrangement of geometric members and the failure mechanisms observed in the joints. Based on the previously conducted experimental study, a numerical model of the tested fr...

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Autores principales: Małgorzata Gordziej-Zagórowska, Elżbieta Urbańska-Galewska, Patryk Deniziak
Formato: article
Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/6a597b96b63f4f019b7c2a5f54b142ee
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