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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Bibliographic Details
Main Authors: Małgorzata Gordziej-Zagórowska, Elżbieta Urbańska-Galewska, Patryk Deniziak
Format: Article
Language:English
Published: MDPI AG 2021-11-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/22/6986