The numerical research of capacity of nodes in modular scaffolding system
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Published:
Jun 13, 2011
Issue Vol. 8 No. 1 (2011)
Articles
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Selection of criteria in pedestrian wind comfort assessment
005-013
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The influence of boundary condition functions on the quality of the solution and its sensitivity to coefficients of k-ε turbulence models
015-026
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The consequences of the choice of design standards for the use of material on the example of glued laminated roof beam
027-034
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The consequences of the choice of design standards for the use of material on the example of reinforced concrete flat ceiling
035-045
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The numerical research of capacity of nodes in modular scaffolding system
047-065
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The numerical research of the strength of scaffolding boards
067-081
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Numerical modelling of vandalistic action on footbridge for pedestrians and bicycles
083-096
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Application of the TDR measuring technique for in-situ measurements using surface probes
097-106
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The analysis of heat conductivity coefficient of the aerated concrete building barriers depending on moisture changes
107-116
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Abstract
The paper deals with static numerical analysis of a node in the modular scaffolds used for construction work. The purpose of this study was to determine the capacity of the node on the basis of linear analysis. Such analysis is an alternative method over traditional methods involving laboratory tests.
Keywords:
scaffolding node, node strength, stress distribution, stress concentration
Article Details
Pieńko, M. . (2011) “The numerical research of capacity of nodes in modular scaffolding system”, Budownictwo i Architektura, 8(1), pp. 047–065. doi: 10.35784/bud-arch.2258.
