The numerical research of the strength of scaffolding boards
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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
Methods of the numerical modeling and the computer static analysis of scaffolding steel boards are presented in the paper. The main issue raised in the study is to determine the carrying capacity of scaffolding boards under the influence of special load cases, and analysis of results and the numerical singularity occurring in the linear analysis.
Keywords:
scaffolding, steel platforms, Finite Element Method, stresses concentrations, numerical singularity, static calculations, computer analysis
Article Details
Robak, A. . (2011) “The numerical research of the strength of scaffolding boards”, Budownictwo i Architektura / Civil and Architectural Engineering, 8(1), pp. 067–081. doi: 10.35784/bud-arch.2259.
