Some considerations about the failure mechanism of nailed walls during construction

• Tipo: Capítulo ou Parte de Livro
• Data: 1994

Autores

António Silva Cardoso (Autor) FEUP; Manuel Matos Fernandes (Autor) FEUP

Livro

Título: Applications of Computacional Mechanics in Geotechnical Engineering

Páginas: 275-286

Editora: A A BALKEMA

Outras Informações

Resumo (PT): An elastoplastic model is used to study the failure mechanisms of nailed walls during construction. These mechanisms may be determined by the soil-reinforcement bond resistance or by the failure of the nails. Theoretical analyses of the question currently ignore the ductility of the nails although it can play an important role in the behaviour of the reinforced mass. The paper discusses the influence of this property and shows that in real works, in which ductile nails are ordinary used, nail rupture is most unlikely to occur.

Abstract (EN): An elastoplastic model is used to study the failure mechanisms of nailed walls during construction. These mechanisms may be determined by the soil-reinforcement bond resistance or by the failure of the nails. Theoretical analyses of the question currently ignore the ductility of the nails although it can play an important role in the behaviour of the reinforced mass. The paper discusses the influence of this property and shows that in real works, in which ductile nails are ordinary used, nail rupture is most unlikely to occur.

Idioma: Português

Tipo (Avaliação Docente): Científica

Nº de páginas: 12