A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear Behavior of Concrete Filled Circular FRP Tubes
An analytical approach is presented for predicting the shear load-deformation behavior of concrete filled circular FRP composite tubes with full- and non-composite interaction. The procedure integrates an iterative algorithm following the modified compression field theory in combination with a smeared shear modulus for cracked concrete and inclusion of extension/shear coupling effects of anisotropic FRP laminates. The analytical response was found to be in satisfactory agreement when compared with experimental data from large- and small-scale tests. The analytical method and results provide useful information and insight on the shear behavior of FRP/concrete members particularly on the contribution of the concrete core.
Shear Behavior of Concrete Filled Circular FRP Tubes
An analytical approach is presented for predicting the shear load-deformation behavior of concrete filled circular FRP composite tubes with full- and non-composite interaction. The procedure integrates an iterative algorithm following the modified compression field theory in combination with a smeared shear modulus for cracked concrete and inclusion of extension/shear coupling effects of anisotropic FRP laminates. The analytical response was found to be in satisfactory agreement when compared with experimental data from large- and small-scale tests. The analytical method and results provide useful information and insight on the shear behavior of FRP/concrete members particularly on the contribution of the concrete core.
Shear Behavior of Concrete Filled Circular FRP Tubes
Burgueño, Rigoberto (author) / Bhide, Kedar M. (author)
Structures Congress 2004 ; 2004 ; Nashville, Tennessee, United States
Structures 2004 ; 1-8
2004-05-21
Conference paper
Electronic Resource
English
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