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The embedded reinforcement is represented as a truss system having a unidirectional (UD) fiber direction and atruss cross-section. The reinforcement has a yield stress (σ) and axial strength (ŝ) at whichdeformation occurs. A UD reinforcement composite (UDRC) material is obtained by considering a UD and a trusscross-section by using a linear mixing rule (Helm 1950):
The formulation is implemented within the finite element framework solving the conservation and constitutive equations on the nodes, the contact stress equations at the interface nodes and the following equations at the surface
The formulation has been implemented within a commercial finite element code, FEAP, and validated against reference data set. The validation exercise also includes the fractural behavior and the linearity of the reinforced concrete material. The push-out test shows high agreement with the reference data and the results advocates for the use of new composite models within the analyses.
The reinforcement trusses behave as composite materials described by the following equations, where the nonlinear elastic parameters, initial yield stress and axial strength are considered as a function of stress state d2c66b5586
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