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The sliding friction model for rebar-concrete interaction, in conjunction with LDPM for concrete are utilized for RC panel perforation modeling.

Monte-Carlo simulation is used to develop time dependent statistical models for rebar steel area and live load extreme effect.

An empirical bond slip model for glued-in rebar timber joint was proposed by regression analysis based on the experimental data.

Then, based on this model and the test results on the corrosion of rebar in concrete and the resistivity of concrete under artificial climate environment, a prediction model for the corrosion rate of rebar was presented comprehensively, which takes into account the effects of the concrete's micro-environment and corrosion time.

Based on the corrosion dynamic equations under activation polarization control, an electrochemical fundamental model for the corrosion rate of rebar was established.

Reinforcement was modeled as reinforcing steel material from the software library by applying maximum and minimum strains for modeling the rebar fracture.

Reinforcement was modeled as rebar layer option available in ABAQUS/CAE.

This is much smaller than the mobility reported for rebar graphene with CNTs (1500 2200 cmV–1s–1) or single layer graphene (2000 4000 cm V 1 s–1) on SiO2.

A prediction model for the average value of corrosion rate in regard to the whole surface of a corroded rebar was proposed based on the electrochemical corrosion theory.

In this study, a seismic assessment model using traditional RC section analysis and variable-angle truss model for prediction of angle of concrete diagonal cracks, can provide a simple evaluation of the seismic performance of beams with longitudinal rebar curtailment.

SOLID65 and LINK8 elements were used to model concrete and rebar.

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