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Computational limit analysis for anchors and retaining walls
The computation of the bearing capacity of engineering structures commonly relays on results obtained for simple academic examples. Recent developments in computational limit analysis have allowed engineers to compute bounds of the bearing capacity of arbitrary geometries. We here extend these formulations to problems with practical interest such as retaining walls, anchors, or excavations with particular interface conditions. These situations require the special treatment of the contact conditions between different materials, or the modelling of joints and anchors. We demonstrate the potential of the resulting tool with some practical examples.
Computational limit analysis for anchors and retaining walls
The computation of the bearing capacity of engineering structures commonly relays on results obtained for simple academic examples. Recent developments in computational limit analysis have allowed engineers to compute bounds of the bearing capacity of arbitrary geometries. We here extend these formulations to problems with practical interest such as retaining walls, anchors, or excavations with particular interface conditions. These situations require the special treatment of the contact conditions between different materials, or the modelling of joints and anchors. We demonstrate the potential of the resulting tool with some practical examples.
Computational limit analysis for anchors and retaining walls
Muñoz Romero, José (author) / Lyamin, Andrei V. (author) / Huerta, Antonio (author)
2011-11-15
Conference paper
Electronic Resource
English
Àrees temàtiques de la UPC::Enginyeria civil , Structural analysis (Engineering) , Limit analysis , Murs de contenció , Limit theorems (Probability theory) , Estructures , Stability , Àrees temàtiques de la UPC::Matemàtiques i estadística , Retaining walls , Teoria de les , Bounds , Teoremes del límit (Teoria de la probabilitat) , Àrees temàtiques de la UPC::Enginyeria mecànica
DDC:
690
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