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dc.contributor.author | Ballesteros Barocio, Porfirio | |
dc.date.accessioned | 2014-09-26T23:48:12Z | |
dc.date.available | 2014-09-26T23:48:12Z | |
dc.date.issued | 1977-11-07 | |
dc.identifier.uri | http://132.248.52.100:8080/xmlui/handle/132.248.52.100/4427 | |
dc.description.abstract | Theoretical considerations: The analytical constitutive relation of concrete under general three-dimensional stress state has been proposed. In the formulation, the concrete is assumed to be a continuous, isotropic, and linearly elastic-plastic strain hardening-fracture material. The elastic-plastic stress-strain incremental relationships, based on the initial discintinuous surface, loading surfaces, and failure surface of concrete are derived using the classical theory of plasticity. | es_ES |
dc.language.iso | en | es_ES |
dc.subject | paraboloidal shell | es_ES |
dc.subject | theoretical considerations | es_ES |
dc.subject | computer program | es_ES |
dc.subject | numerical results | es_ES |
dc.subject | read restart tape | es_ES |
dc.title | Comportamiento no lineal del concreto y sus aplicaciones en ingeniería | es_ES |
dc.type | Apuntes | es_ES |
dc.director.trabajoescrito | DECDFI | |
dc.carrera.ingenieria | Ingeniería civil | es_ES |
dc.carrera.ingenieria | Ingeniería mecánica | es_ES |
dc.carrera.ingenieria | Ingeniería industrial | es_ES |
dc.carrera.ingenieria | Especialidad en Ingeniería Civil | es_ES |