2013
DOI: 10.35784/bud-arch.2156
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Resistance of truss N shape joints made with steel RHS in plug & play connections

Abstract: Research on resistance of truss N shape RHS joints is presented. Experimental evidence of such joint behaviour tested in natural scale is described. Geometry and material properties of the tested six connections are given. For each specimen axial-deflection curves are presented. The comparison between numerical models by ANSYS software and experimental results is shown. Finally, some important conclusions are given.

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Cited by 3 publications
(3 citation statements)
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“…These models were created using Abaqus software [Abaqus CAE]. FEM analysis was also applied to the first generation of N type RHS non-welded joints [Szlendak, Oponowicz (2013)].…”
Section: Assumptionsmentioning
confidence: 99%
“…These models were created using Abaqus software [Abaqus CAE]. FEM analysis was also applied to the first generation of N type RHS non-welded joints [Szlendak, Oponowicz (2013)].…”
Section: Assumptionsmentioning
confidence: 99%
“…New concept of non-welded N type RHS II generation joint is different of non-welded N RHS I generation [4,7]. The main change is the tension bracing with is fixed by anchor blocks to the truss chord.…”
Section: Concept Of Jointsmentioning
confidence: 99%
“…New concept of non-welded N type RHS II generation joint is different of non-welded N RHS I generation one [4]. The tension bracing is not made with two flat bars as before, but with single round rod threaded at the ends which allows to be screwed.…”
Section: Concept Of II Generation Jointsmentioning
confidence: 99%