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Two nonlinear finite element models developed for the assessment of failure of masonry arches - MaRDI portal

Two nonlinear finite element models developed for the assessment of failure of masonry arches (Q2478101)

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Two nonlinear finite element models developed for the assessment of failure of masonry arches
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    Two nonlinear finite element models developed for the assessment of failure of masonry arches (English)
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    14 March 2008
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    unilateral contact
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    limit analysis
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    load carrying capacity
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