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The method is developed based on the truss analogy for the cracked flange segment in tension.
Two schemes of joint arrangement were proposed, and their kinematic behaviours were respectively studied analytically and numerically, where mobility calculations are both based on the truss transformation.
Particular attention was dedicated on the consistency of the models for FRP strengthened structures with Eurocode 2 [12], since it assumes a method based on the truss model with variable inclination of the compressed strut.
However, the contribution of the TRC is clearly stabilised, as shown by an operating model based on the truss analogy, which permits the systematic yielding of the transverse steel rebar.
The model is based on the truss analogy and the theory of plasticity and is opportunely refined in order to incorporate some critical aspects, such as variable angle crack, non-uniform FRP stress distribution over the shear crack, shear span/depth ratio.
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To address this issue, an approach to predict the effective shear stiffness of RECC columns is proposed in the present study, based on the truss-arch model.
A theoretical model for the effective shear stiffness of RECC columns is proposed based on the truss-arch model in this study.
Based on the truss-arch model, the fully diagonally cracked shear stiffness is considered as the combination of a truss component and an arch component.
Based on the truss-arch model, the fully diagonally cracked shear stiffness, K v2, can be decoupled into two base components: the truss component, K t, and the arch component, K a.
Combined with the "truss-arch" model, the shear bearing capacity of steel bar and concrete is described, and after considering the softening coefficient of glass microbead insulation concrete, based on the "truss-arch" model, a formula for calculating the shear capacity of inclined section of vitrified microbead insulated concrete beam was obtained.
The model, based on the Softened Truss Theory, allows crack width in reinforced concrete elements under combined axial, flexure, shear and torsion forces to be determined.
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based on the mesh
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based on the firm
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