Analytical Study on Ductility of Reinforced Concrete Beams under Flexure
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概要
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For the improvement of a plastic deformation analysis of RC beams, a simple plastic hinge model was proposed, based on the experimental data obtained earlier. The proposed model considers the effects of various factors such as the compressive toughness of concrete, shear span length of a beam, etc. on the spread of the plastic zone of the RC beams of flexural failure predominating type. It was found that by using the proposed model, accuracy of the prediction of the plastic deformation of RC beams from stress-strain relationships of constitutive materials can be remarkably improved.
- Faculty of Engineering, Mie Universityの論文
- 1987-12-20
Faculty of Engineering, Mie University | 論文
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