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CFRP-Based confinement strategies for RC columns-experimental and analytical research

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CP2006_003_ISPIC.pdf771.58 KBAdobe PDF Ver/Abrir

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Resumo(s)

The present work aims to compare the confinement effectiveness of full and partial wrapping of concrete elements under compression loads. The main results of the experimental program are presented and analysed. The Lam and Teng analytical model was applied to predict the compression stress-strain behaviour of concrete column elements partially confined by strips of CFRP lay-up sheets. The model performance is assessed using the experimental results.

Descrição

Palavras-chave

Partially confined CFRP Concrete column confinement

Contexto Educativo

Citação

Ferreira, Débora; Barros, Joaquim (2006). CFRP-Based confinement strategies for RC columns-experimental and analytical research. In ISPIC 2006: International Symposium Polymers in Concrete". Guimarães: Universidade do Minho. ISBN 972-99179-1-4.

Projetos de investigação

Unidades organizacionais

Fascículo

Editora

Universidade do Minho

Licença CC