Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Strain Capacity of Reinforced Concrete Members Subjected to Uniaxial Tension
The aim of this paper is to set up a method to determine the strain capacity of tension bars of reinforced concrete (RC) subjected to pure tension. Due to the interaction between reinforcement and concrete and due to the presence of cracks, the stresses in both reinforcement and concrete are varying along the length of the tension bar. The strain capacity of the tension bar is seen as the average strain in the reinforcement at the load level corresponding to the ultimate stress capacity of the reinforcement at the cracks. The result of the approach is in overall good agreement when comparing with 24 tests.
Strain Capacity of Reinforced Concrete Members Subjected to Uniaxial Tension
The aim of this paper is to set up a method to determine the strain capacity of tension bars of reinforced concrete (RC) subjected to pure tension. Due to the interaction between reinforcement and concrete and due to the presence of cracks, the stresses in both reinforcement and concrete are varying along the length of the tension bar. The strain capacity of the tension bar is seen as the average strain in the reinforcement at the load level corresponding to the ultimate stress capacity of the reinforcement at the cracks. The result of the approach is in overall good agreement when comparing with 24 tests.
Strain Capacity of Reinforced Concrete Members Subjected to Uniaxial Tension
Hagsten, Lars German (Autor:in) / Rasmussen, Annette Beedholm (Autor:in) / Fisker, Jakob (Autor:in)
01.01.2017
Hagsten , L G , Rasmussen , A B & Fisker , J 2017 , ' Strain Capacity of Reinforced Concrete Members Subjected to Uniaxial Tension ' , Procedia Engineering , vol. 172 , pp. 338-346 . https://doi.org/10.1016/j.proeng.2017.02.038
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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