Determinación del error inducido al usar una relación esfuerzo-deformación lineal en el cálculo del momento de fluencia de una sección de viga de concreto reforzado
Nowadays, the teaching in civil engineering courses related to the analysis and design of reinforced concrete beams subjected to pure bending is based on models that use simplifications to facilitate calculations. When analyzing the plastic capacity of a rectangular section, its yield moment is usu...
Main Authors: | , , |
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Format: | Article |
Language: | Spanish |
Published: |
Editorial Redipe
2021-07-01
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Series: | Revista Boletín Redipe |
Online Access: | http://revista.redipe.org/index.php/1/article/view/1377 |