Numerical modeling of concrete beams under serviceability conditions with a discrete crack approach and noniterative solution-finding algorithms
This paper describes the development and validation of a comprehensive numerical model enabling the simulation of reinforced concrete beams under serviceability conditions using a discrete crack approach. The highly nonlinear behavior introduced by the different material models and the many localize...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2019
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10400.1/13230 |
| País: | Portugal |
| Oai: | oai:sapientia.ualg.pt:10400.1/13230 |