Resistance of truss N shape joints made with steel RHS in plug & play connections
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Published:
Jun 11, 2013
Issue Vol. 12 No. 2 (2013)
Articles
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Computational analysis of possibility protection of frame bridge object on considerable mining influences
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Viaduct over railway next to PGE Arena in Gdansk under tests during its construction
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The effect of braking forces on displacement of integral bridges
023-030
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Eurocodes for bridge design versus mechanics
031-038
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The effect of bond end geometry on steel – FRP joint strength
039-046
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Investigation of horizontal forces result in railway viaduct with curved truck
047-054
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Engineering modelling of structural details of a bridge
055-062
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The application of composites (FRP) in military bridges
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Influence of executive imperfections of railway steel bridges construction on operational capacity and fatigue capacity
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Wind tunnel tests of aerodynamic interference of the high-rise building and its nearest city surroundings
079-086
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Investigations of dynamic characteristics of a tall industrial chimney due to light wind and solar radiation
087-094
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Model tests in wind tunnel of correct work of chimneys and ventilations draughts for a building in compact development
095-102
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Resistance of railway vehicles to roll-over in strong across winds
103-09
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The Analysis of wind action on building and scaffolding system
111-118
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Wind-tunnel simulations of wind influence on snow load distribution on roofs
119-126
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Human comfort criteria in urban environment
127-133
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Verification of computational calculations based on physical tests of plane jet used to separate zones full of smoke
135-141
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Wind effects on tall buildings according to own measurements and code approach
143-150
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Wind tunnel model tests of Magnus type wind rotors with a horizontal rotation axis
151-156
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Wind influence on the flow inside the road tunnels in the case of the fire
157-164
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Smoke and heat flow in a large volume building in case of fire
165-172
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Cause of prior-failure technical states of purlins in steel halls
173-180
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The lateral buckling of steel I-shape beams with continuous torsional elastic restraints
181-188
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Buckling resistance of vertical stiffeners of steel silos for grain storage
189-196
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The influence of rotational flexibility of beam-column connection on roof plane rigidity of energy-active cover of frame-purlin hall
197-204
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The modal analysis of cylindrical steel tank with selfsupported roof filled with different level of liquid
205-212
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Partial factors for cross-section resistance of elements in steel structures
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Energy-active expansion segments of halls with structural covers
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Bending resistance of steel beams with corrugated web under fully developed fire
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Moment – rotation dependence under fire conditions for steel beam-to-column joint with known flexibility
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An influence of foundation settlement on the selected mast structure
245-250
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Verification of prying effect in prestressed end-plate connection
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259-266
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Tests of damaged members of facade scaffolding bearing frames
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Dynamic characteristics measurements as a part of design assisted by testing in estimation of the steel latticed towers wind loading according to Eurocode
275-282
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Resistance and stability of steel channel section beams
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Resistance of truss N shape joints made with steel RHS in plug & play connections
291-298
Main Article Content
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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.
Keywords:
Steel truss N shape RHS joints, non-welded plug &play connections, numerical estimation of resistance by ANSYS software, tests of six joints in natural scale
Article Details
Szlendak, J. and Oponowicz, P. (2013) “Resistance of truss N shape joints made with steel RHS in plug & play connections ”, Budownictwo i Architektura, 12(2), pp. 291–298. doi: 10.35784/bud-arch.2156.
