Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavioral Model for Reinforced Concrete Panels Under Cyclic Shear
In the first part of this report recent models of shear transfer across continuous cracks penetrating through the thickness of reinforced concrete specimens under monotonic loading are briefly reviewed. The models proposed by Leombruni and Jimenez are applied to the tests conducted by the Portland Cement Association (PCA). In the second part of this report a numerical model is developed to predict the behavior of orthogonally reinforced concrete wall panels subjected to the combined action of tension and cyclic shear. The model is based on the experimental results obtained by PCA in the testing of the RB5 and RB6 specimens. The applicability of the model is verified by comparing the predicted results with those obtained from the recent tests by Cornell University. The proposed model shows excellent agreement with the experimental results. The applicability of this cyclic shear model to the analysis and design of nuclear containment structures is discussed.
Behavioral Model for Reinforced Concrete Panels Under Cyclic Shear
In the first part of this report recent models of shear transfer across continuous cracks penetrating through the thickness of reinforced concrete specimens under monotonic loading are briefly reviewed. The models proposed by Leombruni and Jimenez are applied to the tests conducted by the Portland Cement Association (PCA). In the second part of this report a numerical model is developed to predict the behavior of orthogonally reinforced concrete wall panels subjected to the combined action of tension and cyclic shear. The model is based on the experimental results obtained by PCA in the testing of the RB5 and RB6 specimens. The applicability of the model is verified by comparing the predicted results with those obtained from the recent tests by Cornell University. The proposed model shows excellent agreement with the experimental results. The applicability of this cyclic shear model to the analysis and design of nuclear containment structures is discussed.
Behavioral Model for Reinforced Concrete Panels Under Cyclic Shear
T. M. Tseng (Autor:in) / J. Calvo (Autor:in) / O. Buyukozturk (Autor:in) / J. Conner (Autor:in)
1981
112 pages
Report
Keine Angabe
Englisch
Damage analysis of reinforced concrete panels under cyclic shear
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