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1.
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A solid finite element model for lateral buckling of column was developed in Ansys software. It was tested for calculation of elastic resistance. Series of random realiza [...]
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2.
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Resistance, stress, limit state, initial imperfections, I-section beam, fuzzy analysis.
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3.
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Kala, Zdeněk
Steel, Sensitivity, Structures, Reliability, Simulation, Random, Stochastic, Correlation.
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4.
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strut, discrete model, nonlinear solution, von Mises planar truss, buckling, post-buckling
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5.
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Kala, Zdeněk
Steel, Sensitivity, Structures, Reliability, Simulation, Random, Variance, Correlation.
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6.
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The paper deals with a statistical analysis of load carrying capacity of a simply supported straight I-beam with equal end moment with cross-section IPE 220, solved by ge [...]
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8.
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In research prioritization is on which imperfection is most deserving of further additional analysis or measurements on steel plane frames. Methodology based on Sobol’s [...]
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9.
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With the view to make steel bridge structures more competitive, it is indispensable to look for some ways such as to reduce the price of their fabrication, an important r [...]
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10.
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The paper analyzes the influence of initial imperfections on the load-carrying capacity of a slender strut, applying the ANSYS programme. The geometrical and material non [...]
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