Strain method for doubly reinforced rectangular beams design
The compressed steel in a doubly reinforced beam improves ductility, reduces immediate and long-term deflections, it is available to support the tension in sections under reversal stress, and in low-height beams, it increases strength. With the expected strain as a measure of the section ductility,...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2015
- Institución:
- Universidad Pedagógica y Tecnológica de Colombia
- Repositorio:
- RiUPTC: Repositorio Institucional UPTC
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.uptc.edu.co:001/14128
- Acceso en línea:
- https://revistas.uptc.edu.co/index.php/ingenieria/article/view/4024
https://repositorio.uptc.edu.co/handle/001/14128
- Palabra clave:
- beams design
doubly reinforced beam
ductility
strain
structural concrete
Concreto estructural
Diseño de vigas
Deformación unitaria
Ductilidad
Viga doblemente reforzada
- Rights
- License
- http://purl.org/coar/access_right/c_abf102
| Summary: | The compressed steel in a doubly reinforced beam improves ductility, reduces immediate and long-term deflections, it is available to support the tension in sections under reversal stress, and in low-height beams, it increases strength. With the expected strain as a measure of the section ductility, the paper proposes a direct methodology to determine the necessary compression quantities and tension reinforcement. It finds that the most efficient sections are those for which the tension reinforcing strain is 0.005. |
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