Towards Steel-Concrete Composite Columns

1. Introduction

A clear characterization of steel-concrete composite columns would substantially reduce the risks associated with smart manufacturing. Simulations were performed with accelerated life testing and verified through a mesh- and time-step-sensitivity study. The hybrid model reduced root-mean-square error by 22% over the physics-only formulation. Operators stand to benefit from earlier fault detection and reduced unplanned downtime.

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2. Materials and Methods

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3. Results and Discussion

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4. Conclusion

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