2018
DOI: 10.1051/matecconf/201823002037
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Optimization of the truss beam. Verification of the calculation results

Abstract: The article presents a comparison of results of optimized calculation of a truss beam which was chosen as a combined construction. The results of calculation of a beam are compared using the method based on the properties of spacer systems and the calculation of the construction designed in LIRA software complex. The article is dedicated to verification of adequacy of the results of theoretical calculations of construction optimization. Values of longitudinal forces and bending moments appearing in a truss bea… Show more

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Cited by 48 publications
(29 citation statements)
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“…5). The optimal number of elements of the model is determined by the graphicalanalytical method [16][17][18]. The number of grid elements is 374,143, nodes -125,817, the maximum aspect ratio -432.78, the percentage of elements with an aspect ratio of less than 3 -7.71, more than ten -32.9.…”
Section: Computer Simulation Resultsmentioning
confidence: 99%
“…5). The optimal number of elements of the model is determined by the graphicalanalytical method [16][17][18]. The number of grid elements is 374,143, nodes -125,817, the maximum aspect ratio -432.78, the percentage of elements with an aspect ratio of less than 3 -7.71, more than ten -32.9.…”
Section: Computer Simulation Resultsmentioning
confidence: 99%
“…In this case, the finite element method was used, which is implemented in the SolidWorks Simulation (CosmosWorks) software package [16][17][18][19]. When compiling the finite element model, spatial tetrahedrons were used [20][21][22][23][24]. To determine the optimal number of elements, the graphic-analytical method was used [25][26][27].…”
Section: Results Of Determining the Strength Indicators Of The Load-bmentioning
confidence: 99%
“…In determining the number of grid elements, the graphanalytic method was applied [15][16][17]. Ten-node isoparametric tetrahedra were used as finite elements.…”
Section: Computer Simulation Of the Dynamic Load And Strength Of The mentioning
confidence: 99%