Add to ORKGA design procedure is presented to prevent the shear failure of reinforced concrete members after flexural yielding. The procedure is based on truss-strut model. The inclination of truss action is assumed to increase in hinging regions considering reduced aggregate interlocking. Effective compressive strength of concrete is assumed to degrade in hinging regions considering crossed shear cracks. The procedure is confirmed by existing experimental data
A truss model is presented in this paper to predict the load deflection response of reinforced concr...
The current New Zealand code for concrete structures requires that the horizontal shear reinforcemen...
ABSTRACT: The classical truss model (or strut-and-tie model) for shear failure of reinforced concret...
The uniform truss model is now getting wider acceptance in Japan for calculating shear strengths of ...
In this thesis, shear strength models for slender concrete members without and with shear reinforcem...
: Shear strength degradation in plastic hinge region occurring due to the shear strength by concrete...
It is reported that RC members fail in shear after flexural yielding even if the shear strength is g...
Original scientific paper In the current European Code EN 1992-1-1 a truss model with variable incli...
In this study, we experimented on 20 RC columns with LSC of 5, 10, 15 N/mm^2 grade. The test variabl...
Bond failure either in member or in beam-column joint degrades much of ductility of structural frame...
The development of a flexure–shear interaction design model for the prevention of the diagonal tensi...
Structures are expected to have ductile behavior under major earthquakes. One requirement to achieve...
For the improvement of a plastic deformation analysis of RC beams, a simple plastic hinge model was ...
Copyright © 2022, American Concrete Institute. All rights reservedUnder earthquake load, as the inel...
Based on force-deformation behavior computed using the Compatibility Strut and Tie Model (C STM), a ...
A truss model is presented in this paper to predict the load deflection response of reinforced concr...
The current New Zealand code for concrete structures requires that the horizontal shear reinforcemen...
ABSTRACT: The classical truss model (or strut-and-tie model) for shear failure of reinforced concret...
The uniform truss model is now getting wider acceptance in Japan for calculating shear strengths of ...
In this thesis, shear strength models for slender concrete members without and with shear reinforcem...
: Shear strength degradation in plastic hinge region occurring due to the shear strength by concrete...
It is reported that RC members fail in shear after flexural yielding even if the shear strength is g...
Original scientific paper In the current European Code EN 1992-1-1 a truss model with variable incli...
In this study, we experimented on 20 RC columns with LSC of 5, 10, 15 N/mm^2 grade. The test variabl...
Bond failure either in member or in beam-column joint degrades much of ductility of structural frame...
The development of a flexure–shear interaction design model for the prevention of the diagonal tensi...
Structures are expected to have ductile behavior under major earthquakes. One requirement to achieve...
For the improvement of a plastic deformation analysis of RC beams, a simple plastic hinge model was ...
Copyright © 2022, American Concrete Institute. All rights reservedUnder earthquake load, as the inel...
Based on force-deformation behavior computed using the Compatibility Strut and Tie Model (C STM), a ...
A truss model is presented in this paper to predict the load deflection response of reinforced concr...
The current New Zealand code for concrete structures requires that the horizontal shear reinforcemen...
ABSTRACT: The classical truss model (or strut-and-tie model) for shear failure of reinforced concret...