2018
DOI: 10.1007/s00158-018-2108-y
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Strength-based topology optimisation of plastic isotropic von Mises materials

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Cited by 19 publications
(24 citation statements)
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“…The commonly used Messerschmitt-Bolkow-Blohm (MBB) beam problem [14] illustrated in Figure 13 is considered with the geometric dimensions L = 6 m, H = 1 m. The beam is subjected to a single vertical load F = 0.25 MN at midspan and rests at its ends on two e = 0.1 m wide substrates. The prescribed load F is verified to be admissible by running the limit analysis for the fully solid beam using a mesh of 120 × 20 × 4 = 9600 finite elements.…”
Section: The Mbb Beammentioning
confidence: 99%
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“…The commonly used Messerschmitt-Bolkow-Blohm (MBB) beam problem [14] illustrated in Figure 13 is considered with the geometric dimensions L = 6 m, H = 1 m. The beam is subjected to a single vertical load F = 0.25 MN at midspan and rests at its ends on two e = 0.1 m wide substrates. The prescribed load F is verified to be admissible by running the limit analysis for the fully solid beam using a mesh of 120 × 20 × 4 = 9600 finite elements.…”
Section: The Mbb Beammentioning
confidence: 99%
“…However, decomposition schemes for plastic topology design of continua are yet to be developed. This is understandable since design methods that efficiently solve plastic topology optimization problems for continuum structures have appeared only recently [11][12][13][14][15][16][17]. The key idea in these methods, which was introduced and detailed in [11], consists of formulating the plastic analysis problem using direct methods to limit analysis [18,19] and to integrate the analysis and design problems into a single mathematical problem.…”
Section: Introductionmentioning
confidence: 99%
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