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Models for concrete may be divided into models for uncracked concrete and for cracked concrete.
More importantly, it uses state-of-the-art material models for concrete, reinforcing and prestressing steel.
The model adopts fully nonlinear path-dependent constitutive models for concrete and reinforcing bars.
A number of corresponding approaches have been developed which include concrete models for concrete situations and have lead to successful empirical tests and further predictions.
Fiber-discretized sections were used for flexural response based on constitutive models for concrete and reinforcing steel.
In both examples, the multiscale models for concrete have increased the informative content of the structural simulations.
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An advanced numerical method is proposed to generate more realistic 3D meso-scale models for concrete-like particle-reinforced composites with high volume fraction of particles.
The Abaqus finite element program together with nonlinear material constitutive models for concrete-filled tube (CFT) and steel gusset plate is used to analyze the behaviors of the gusset plate type CFT-to-Bracing connections subjected to axial compressive forces.
This paper introduces a new model for concrete mixing kinetics.
Open image in new window Figure 4 Failure model for concrete.
This shows that ANSYS does not have the appropriate tension stiffening model for concrete.
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