Design of reinforcement for concrete co-planar shell structures using optimization techniques
The absence of universally accepted solutions for the design of reinforcement in plates and shells in the structural concrete codes, and the constant development of computers combined with powerful numerical methods, reveal the need for a standard procedure to calculate the required reinforcement in...
| Autores: | , |
|---|---|
| Tipo de recurso: | artículo |
| Estado: | Versión enviada para evaluación y publicación |
| Fecha de publicación: | 2009 |
| País: | España |
| Institución: | Universidad Politécnica de Cartagena(UPCT) |
| Repositorio: | Repositorio Digital UPCT |
| OAI Identifier: | oai:repositorio.upct.es:10317/3106 |
| Acceso en línea: | http://hdl.handle.net/10317/3106 |
| Access Level: | acceso abierto |
| Palabra clave: | Reinforcement Concrete Shell elements Optimization Co-planar shell structures |
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Design of reinforcement for concrete co-planar shell structures using optimization techniquesTomás Espín, AntonioMartí Montrull, PascualReinforcementConcreteShell elementsOptimizationCo-planar shell structuresThe absence of universally accepted solutions for the design of reinforcement in plates and shells in the structural concrete codes, and the constant development of computers combined with powerful numerical methods, reveal the need for a standard procedure to calculate the required reinforcement in thin elements subject to membrane and flexural forces. In the present study, the amount of reinforcement is optimized locally for each finite element of the mesh that models the geometry of the problem. Some numerical examples are given and compared to the results provided by other authors, achieving significant savings in reinforcemenSpringer201320132009info:eu-repo/semantics/articleinfo:eu-repo/semantics/submittedVersionapplication/pdfapplication/pdfhttp://hdl.handle.net/10317/3106reponame:Repositorio Digital UPCTinstname:Universidad Politécnica de Cartagena(UPCT)Inglés© Copyright Springerinfo:eu-repo/semantics/openAccessoai:repositorio.upct.es:10317/31062026-05-15T06:39:02Z |
| dc.title.none.fl_str_mv |
Design of reinforcement for concrete co-planar shell structures using optimization techniques |
| title |
Design of reinforcement for concrete co-planar shell structures using optimization techniques |
| spellingShingle |
Design of reinforcement for concrete co-planar shell structures using optimization techniques Tomás Espín, Antonio Reinforcement Concrete Shell elements Optimization Co-planar shell structures |
| title_short |
Design of reinforcement for concrete co-planar shell structures using optimization techniques |
| title_full |
Design of reinforcement for concrete co-planar shell structures using optimization techniques |
| title_fullStr |
Design of reinforcement for concrete co-planar shell structures using optimization techniques |
| title_full_unstemmed |
Design of reinforcement for concrete co-planar shell structures using optimization techniques |
| title_sort |
Design of reinforcement for concrete co-planar shell structures using optimization techniques |
| dc.creator.none.fl_str_mv |
Tomás Espín, Antonio Martí Montrull, Pascual |
| author |
Tomás Espín, Antonio |
| author_facet |
Tomás Espín, Antonio Martí Montrull, Pascual |
| author_role |
author |
| author2 |
Martí Montrull, Pascual |
| author2_role |
author |
| dc.subject.none.fl_str_mv |
Reinforcement Concrete Shell elements Optimization Co-planar shell structures |
| topic |
Reinforcement Concrete Shell elements Optimization Co-planar shell structures |
| description |
The absence of universally accepted solutions for the design of reinforcement in plates and shells in the structural concrete codes, and the constant development of computers combined with powerful numerical methods, reveal the need for a standard procedure to calculate the required reinforcement in thin elements subject to membrane and flexural forces. In the present study, the amount of reinforcement is optimized locally for each finite element of the mesh that models the geometry of the problem. Some numerical examples are given and compared to the results provided by other authors, achieving significant savings in reinforcemen |
| publishDate |
2009 |
| dc.date.none.fl_str_mv |
2009 2013 2013 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/submittedVersion |
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article |
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submittedVersion |
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http://hdl.handle.net/10317/3106 |
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http://hdl.handle.net/10317/3106 |
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Inglés |
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Inglés |
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© Copyright Springer info:eu-repo/semantics/openAccess |
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© Copyright Springer |
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openAccess |
| dc.format.none.fl_str_mv |
application/pdf application/pdf |
| dc.publisher.none.fl_str_mv |
Springer |
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Springer |
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reponame:Repositorio Digital UPCT instname:Universidad Politécnica de Cartagena(UPCT) |
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Universidad Politécnica de Cartagena(UPCT) |
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Repositorio Digital UPCT |
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Repositorio Digital UPCT |
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1869423999231983616 |
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15.301603 |