CONSTITUTIVE MODEL FOR TIMBER FRACTURE USED FOR FE SIMULATION OF LVL ARCH by Eliška Šmídová, Petr Kabele

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Finite element simulation of shear and compact tension tests on timber by Eliška Šmídová, Petr Kabele

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COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE by Eliška Šmídová, Petr Kabele

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The effect of sampling volume size on the apparent stiffness of jointed rock mass by Martin Lebeda, Petr Kabele

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Analysis of tunnel excavation based on linear DFN-FEM modelling by Martin Lebeda, Petr Kabele

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The concept of fractured rock-mass modeling using DFN-based statistical volume elements by Martin Lebeda, Petr Kabele

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RESPONSE AND DAMAGE EVOLUTION OF SINGLE EDGE NOTCHED TIMBER BEAMS UNDER THREE-POINT BENDING by Eliška Šmídová, Petr Kabele, Michal Šejnoha

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