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Eliška Šmídová
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Eliška Šmídová
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Eliška Šmídová
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1
COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE
by
Eliška
Šmídová
,
Petr Kabele
Published 2017-11-01
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Article
2
CONSTITUTIVE MODEL FOR TIMBER FRACTURE USED FOR FE SIMULATION OF LVL ARCH
by
Eliška
Šmídová
,
Petr Kabele
Published 2018-12-01
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Article
3
RESPONSE AND DAMAGE EVOLUTION OF SINGLE EDGE NOTCHED TIMBER BEAMS UNDER THREE-POINT BENDING
by
Eliška
Šmídová
,
Petr Kabele
,
Michal Šejnoha
Published 2020-03-01
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