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A new stress resultant constitutive model for reinforced concrete plates under cyclic solicitations is presented.
This paper presents a new shear strength model for reinforced concrete (RC) beam column joints subjected to cyclic lateral loading.
Lumped plasticity model for reinforced concrete elements and equivalent strut macro-models for tuff and concrete infills are employed.
The research presented herein was undertaken to develop a practical, accurate nonlinear model for reinforced concrete frames.
The constitutive material model for reinforced concrete follows the basic assumptions of the Modified Compression Field Theory (hereinafter "MCFT").
A new stress resultant nonlinear dissipative constitutive model for reinforced concrete (RC) plates under cyclic solicitations is presented.
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According to the mechanical model for reinforcing steel used in this study, the yield strength of slab bottom reinforcement at 1.5 h (the design fire resistance of the prototype building) has been reduced to 22%% of that at room temperature.
Finally, these empirical models have been implemented into a new phenomenological hysteretic material model for reinforcing bars.
First, a corrosion degradation model for reinforcing steel bars in concrete is selected to model the uniform corrosion of rock bolts.
Open image in new window Fig. 3 Model for reinforcing bars in concrete.
Two models for reinforced and unreinforced alloys were applied to describe the influences of these factors on the erosion behavior of alloys.
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