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This article reports modeling techniques and results based on experimental Mode I characterization of a layered woven GFRP material with tufting reinforcement.
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Based on experimental observations, four deflection modes and four failure modes were proposed.
The linear viscoelastic modes and the non-linear equilibrium mode were based on experimental data.
The criterion is based on experimental observations of the damage modes occurring at the microscopic scale leading to the fatigue failure of a lamina.
A non-linear behaviour can be associated to each of these modes; based on experimental results, a simple hysteretic model is proposed for the shear deformation.
To fulfill this objective, a shear failure mode model based on experimental results has been added to the computer program larz.
Seismic behaviors, hysteretic properties and failure modes were evaluated based on experimental results.
Hence, a loading mode (with respect to daily activities) was determined, based on experimental studies.
Based on experimental and Code based analyses, the following conclusions were drawn: All specimens showed pullout mode of failure under varying embedment length, bar type, bar diameter and concrete type.
To identify the responsible mode of action we developed a mathematical model of IKKβ phosphorylation based on experimental data.
Based on experimental results, the designed model predictive controller, combined with the admittance controller, achieves excellent tracking performance in both an autonomous mode and assistive mode.
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