skip to main content
Visitante
Meu Espaço
Minha Conta
Sair
Identificação
This feature requires javascript
Tags
Revistas Eletrônicas (eJournals)
Livros Eletrônicos (eBooks)
Bases de Dados
Bibliotecas USP
Ajuda
Ajuda
Idioma:
Inglês
Espanhol
Português
This feature required javascript
This feature requires javascript
Primo Search
Busca Geral
Busca Geral
Acervo Físico
Acervo Físico
Produção Intelectual da USP
Produção USP
Search For:
Clear Search Box
Search in:
Busca Geral
Or select another collection:
Search in:
Busca Geral
Busca Avançada
Busca por Índices
This feature requires javascript
This feature requires javascript
Interface law for FRP–concrete delamination
Ferracuti, B. ; Savoia, M. ; Mazzotti, C.
Composite structures, 2007-10, Vol.80 (4), p.523-531
[Periódico revisado por pares]
Oxford: Elsevier Ltd
Texto completo disponível
Citações
Citado por
Exibir Online
Detalhes
Resenhas & Tags
Mais Opções
Nº de Citações
This feature requires javascript
Enviar para
Adicionar ao Meu Espaço
Remover do Meu Espaço
E-mail (máximo 30 registros por vez)
Imprimir
Link permanente
Referência
EasyBib
EndNote
RefWorks
del.icio.us
Exportar RIS
Exportar BibTeX
This feature requires javascript
Título:
Interface law for FRP–concrete delamination
Autor:
Ferracuti, B.
;
Savoia, M.
;
Mazzotti, C.
Assuntos:
Applied sciences
;
Buildings. Public works
;
Composites
;
Concrete
;
Delamination
;
Exact sciences and technology
;
Forms of application and semi-finished materials
;
Fracture energy
;
Fracture
mechanics
(crack, fatigue, damage...)
;
FRP plating
;
Fundamental areas of phenomenology (including applications)
;
Geotechnics
;
Interface
;
Physics
;
Polymer industry, paints, wood
;
Soil
mechanics
. Rocks
mechanics
;
Solid
mechanics
;
Structural and continuum
mechanics
;
Technology of polymers
É parte de:
Composite structures, 2007-10, Vol.80 (4), p.523-531
Descrição:
A procedure is developed for deriving a non-linear mode II interface law for Fibre Reinforced Polymer (FRP)–concrete bonding, starting from experimental data. The proposed interface law is based on a fractional formula and includes non-linear contributions of adhesive and concrete cover at high shear stresses. Parameters of the law are calibrated considering pull-pull delamination tests. Maximum transmissible load as well as strains along FRP-plates at different loading levels and bond lengths are used. In particular, the estimated value of maximum transmissible force by an anchorage of infinite length, is used to determine the fracture energy of interface law, whereas strains are used to obtain shear stress–slip data. A parameter optimization procedure is then applied to a series of experimental results reported in the literature. The proposed interface law is then adopted to perform numerical simulations making use of a bond-slip model. FRP strains, shear stresses and slips in the bonded region obtained numerically are in good agreement with experimental results.
Editor:
Oxford: Elsevier Ltd
Idioma:
Inglês
Links
View record in Pascal Francis
This feature requires javascript
This feature requires javascript
Voltar para lista de resultados
Anterior
Resultado
2
Avançar
This feature requires javascript
This feature requires javascript
Buscando em bases de dados remotas. Favor aguardar.
Buscando por
em
scope:(USP_PRODUCAO),scope:(USP_EBOOKS),scope:("PRIMO"),scope:(USP),scope:(USP_EREVISTAS),scope:(USP_FISICO),primo_central_multiple_fe
Mostrar o que foi encontrado até o momento
This feature requires javascript
This feature requires javascript