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PRJ-2864 | Elevated Tempertaure Properties of ASTM A992 Steel
PI
Project TypeExperimental
Natural Hazard Type(s)Fire
Awards
Elevated Temperature Performance of Beam End Framing Connections | NSF 0700682
Creep Buckling of Steel Columns Subjected to Fire | NSF 0927819
Elevated Temperature Performance of Shear Connectors in Composite Beams | NSF 1031099
Related Work
KeywordsFire, steel, elevated temperature, stress-strain curves
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Description:

This project collected test data on the elevated temperature properties of ASTM A992 steel. This data is intended to support development of performance-based structural fire engineering for steel structures. A detailed description of the test setup, test specimens, instrumentation, and data reduction techniques is available in the Ph.D. dissertation by Lee listed under Related Work.

Experiment | Tension coupon tests on ASTM A992 steel at tempertaures ranging from 20 deg C to 1000 deg C.
Cite This Data:
Engelhardt, M., J. Lee, M. Morovat, G. Hu, T. Eric (2021). "Tension coupon tests on ASTM A992 steel at tempertaures ranging from 20 deg C to 1000 deg C.", in Elevated Tempertaure Properties of ASTM A992 Steel. DesignSafe-CI. https://doi.org/10.17603/ds2-ewwg-7v76

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Author(s); ; ; ;
FacilityFerguson Structural Engineering Laboratory - University of Texas at Austin
Experiment TypeSteel materials testing
Equipment TypeMTS test frame equipped with high temperature furnace
Date of Experiment2012-01-01 ― 2012-01-01
Date Published2021-02-03
DOI10.17603/ds2-ewwg-7v76
License
 Open Data Commons Attribution
Description:

Samples of ASTM A992 steel were tested to establish elevated temperature stress-strain curves. Tests were conducted at the following temperatures (all in deg C): 20, 100, 200, 300, 400, 500, 600, 700, 800, 900, 1000. Tests were conducted as steady-state temperature tests, where the temperature is held constant while the tension coupon is loaded. The outcome of these tests was a dataset of stress-strain curves at various temperatures. The data can be used to support the modeling and design of steel elements and structures subject to fire. Further details on these tests can be found in the following publication: Lee, J., Morovat, M., Hu, G., Engelhardt, M., and Taleff, E., “Experimental Investigation of Mechanical Properties of ASTM A992 Steel at Elevated Temperatures.” Engineering Journal, American Institute of Steel Construction, Vol 50, No. 4, Fourth Quarter 2013, p 249-272.

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