Concrete-Galvalume Composite Behavior under Elevated Temperatures, Experiment and Numerical Simulation

Agus Maryoto; Han Aylie; Hendriks Marius Jonkers

doi:10.20944/preprints201912.0297.v1

Preprint Article Version 1 Preserved in Portico This version is not peer-reviewed

Version 1 : Received: 21 December 2019 / Approved: 22 December 2019 / Online: 22 December 2019 (13:27:28 CET)

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.

concrete-galvalume composite; elevated temperature; flexure behavior; numerical model; constitutive stress-strain

MATERIALS SCIENCE, General Materials Science

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Concrete-Galvalume Composite Behavior under Elevated Temperatures, Experiment and Numerical Simulation

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