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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Article
Numerical and Experimental Study of Steel Space Truss with Stamped Connection
Author(s)
Cleirton André Silva de Freitas, Luciano Mendes Bezerra and Ramon Saleno Yure Costa Silva
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DOI:10.17265/1934-7359/2011.06.003
Affiliation(s)
Department of Civil Engineering, University of Brasília, Brasília DF-70910-900, Brazil
ABSTRACT
Tubular section members made of steel are common in space trusses. There are several types of connections to attach these members. The most popular is the staking end-flattened connection. The reduced cost and the fast assemblage of the truss are among the advantages of the staking end-flattened connection on 3D trusses. However, such connections present disadvantages like eccentricities and stiffness weakening of the tubular members. In this work, based on computer simulations and experimental lab tests on prototypes, small changes on the staking end-flattened connections such as reinforcement and eccentricity correction are evaluated. The results show an increase of 68% for local collapse and 17% for global collapse in the truss load carrying capacity when the suggested changes proposed in this article are used for the staking end-flattened connections.
KEYWORDS
Truss load capacity, space trusses, end-flattened connections explosion.
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