Version 1
: Received: 21 December 2019 / Approved: 22 December 2019 / Online: 22 December 2019 (13:27:28 CET)
How to cite:
Maryoto, A.; Aylie, H.; Marius Jonkers, H. Concrete-Galvalume Composite Behavior under Elevated Temperatures, Experiment and Numerical Simulation. Preprints2019, 2019120297. https://doi.org/10.20944/preprints201912.0297.v1
Maryoto, A.; Aylie, H.; Marius Jonkers, H. Concrete-Galvalume Composite Behavior under Elevated Temperatures, Experiment and Numerical Simulation. Preprints 2019, 2019120297. https://doi.org/10.20944/preprints201912.0297.v1
Maryoto, A.; Aylie, H.; Marius Jonkers, H. Concrete-Galvalume Composite Behavior under Elevated Temperatures, Experiment and Numerical Simulation. Preprints2019, 2019120297. https://doi.org/10.20944/preprints201912.0297.v1
APA Style
Maryoto, A., Aylie, H., & Marius Jonkers, H. (2019). Concrete-Galvalume Composite Behavior under Elevated Temperatures, Experiment and Numerical Simulation. Preprints. https://doi.org/10.20944/preprints201912.0297.v1
Chicago/Turabian Style
Maryoto, A., Han Aylie and Hendriks Marius Jonkers. 2019 "Concrete-Galvalume Composite Behavior under Elevated Temperatures, Experiment and Numerical Simulation" Preprints. https://doi.org/10.20944/preprints201912.0297.v1
Abstract
A galvalume corrugated sheet was utilized as formwork for a reinforced concrete beam in flexure. A numerical model was validated to the experimentally obtained data, and further adopted to simulate the behavior of this composite structure under elevated temperatures. The properties and constitutive stress-strain data of the basic materials were obtained from experiments, and superimposed into the finite element model. The study concluded that the load carrying capacity of the member decreased as a direct function on temperature increase, and the cracking moment was very sensitive to the temperature fluctuation. The elevated temperatures also altered the failure mode.
Chemistry and Materials Science, Materials Science and Technology
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.