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Scientific paper ID 939 : 2014/2
ELASTIC LOSSES IN POST – TENSIONED ELEMENTS
Borislav Daalov Abstract : The formulas for loss of prestress from the elastic deformation of the post-tensioned concrete elements has been derived. It is shown the determination of loss on groups tensioning elements having different sections and trajectories. Considered an exampl
Ключови думи : Загуба на напрежение еластична деформация напрягане след бетониране.Key words : Loss of prestress elastic deformation post-tensioning.Borislav Daalov BIBLIOGRAPHY [1] EN 1992-1-1,2004 Evrokod 2: Proektirane na betonni i stomanobetonni konstruktsii: Obshti pravila i pravila za sgradi ( [1] EN 1992-1-1,2004 Еврокод 2: Проектиране на бетонни и стоманобетонни конструкции: Общи правила и правила за сгради ) [2] ACI 318-11 Builging Code Requirements for Structural Concrete, 2011 [3] Bulletin 31 CEB-FIP Post-tensioning in buildings, 2005 |
