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Long Term Serviceability of Concrete Structures with Regards to Material Behaviors and Cyclic Loading
A method is presented that accounts in a precise way for the effects of creep, shrinkage and relaxation of materials in the time analysis of prestressed concrete structures under variable loading conditions. The method is applied to a prestressed concrete bridge built as a balanced cantilever. The influence of time related effects on its long term serviceability is discussed.
Long Term Serviceability of Concrete Structures with Regards to Material Behaviors and Cyclic Loading
A method is presented that accounts in a precise way for the effects of creep, shrinkage and relaxation of materials in the time analysis of prestressed concrete structures under variable loading conditions. The method is applied to a prestressed concrete bridge built as a balanced cantilever. The influence of time related effects on its long term serviceability is discussed.
Long Term Serviceability of Concrete Structures with Regards to Material Behaviors and Cyclic Loading
Gwoździewicz, Piotr (Autor:in) / Jurkiewiez, Bruno (Autor:in) / Destrebecq, Jean-François (Autor:in)
Structures Congress 2000 ; 2000 ; Philadelphia, Pennsylvania, United States
27.04.2000
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Long-term serviceability of concrete structures
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