Shear capacity of reinforced concrete columns strengthened with CFRP sheet
Data(s) |
01/08/2005
|
---|---|
Resumo |
This paper discusses the results of tests on the shear capacity of reinforced concrete columns strengthened with carbon fiber reinforced plastic (CFRP) sheet. The shear transfer mechanism of the specimens reinforced with CFRP sheet was studied. The factors affecting the shear capacity of reinforced concrete columns strengthened with CFRP sheet were analyzed. Several suggestions such as the number of layers, width and tensile strength of the CFRP sheet are proposed for this new strengthening technique. Finally, a simple and practical design method is presented in the paper. The calculated results of the suggested method are shown to be in good agreement with the test results. The suggested design method can be used in evaluating the shear capacity of reinforced concrete columns strengthened with CFRP sheet. |
Formato |
application/pdf |
Identificador | |
Publicador |
Zheijiang University Press |
Relação |
http://eprints.qut.edu.au/60649/1/Shear_capacity_of_reinforced_concrete_columns_strengthened_with_CFRP_sheet.pdf DOI:10.1631/jzus.2005.A0853 Xie, Jian & Liu, Xuemei (2005) Shear capacity of reinforced concrete columns strengthened with CFRP sheet. Zhejiang University. Journal. Science A: Applied Physics & Engineering, 6A(8), pp. 853-858. |
Direitos |
Copyright 2005 Zheijiang University Press |
Fonte |
School of Civil Engineering & Built Environment; Science & Engineering Faculty |
Palavras-Chave | #090506 Structural Engineering #090599 Civil Engineering not elsewhere classified #Reinforced concrete #Carbon fiber reinforced plastic #column #shear capacity |
Tipo |
Journal Article |