Shear capacity of reinforced concrete columns strengthened with CFRP sheet


Autoria(s): Xie, Jian; Liu, Xuemei
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

http://eprints.qut.edu.au/60649/

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