Public Data Resource

Data from "High-temperature tensile constitutive data and models for structural steels in fire (NIST Technical Note 1714)"

Contact: William E. Luecke..

Identifier: doi:10.18434/mds2-1859

Described in these articles:

High-temperature tensile constitutive data and models for structural steels in fire,

Mechanical properties of structural steel,

Temperature-Dependent Material Modeling for Structural Steels: Formulation and Application

Version: 1.0...

There is a more recent release of this resource available: 1.0.3

The National Institute of Standards and Technology, as part of its report on the collapse of the World Trade Center, characterized many important steels recovered from the buildings to provide stress-strain models to analyze the impact, fires, and resulting collapse. Those tests represent a large additional data set that can be used for modeling the response of steel structures to fire. The nine steels described in this data represent a selection of the steel most likely to have been involved in the fires in the World Trade Center.

This data was originally published in "High-temperature tensile constitutive data and models for structural steels in fire (NIST Technical Note 1714)" authored by William Luecke, Stephen W. Banovic, J. David McColskey. (DOI: https://dx.doi.org/10.6028/NIST.TN.1714)

Research Areas

NIST R&D: Materials: MetalsBuildings and Construction: Building materialsMaterials: Materials characterization

Keywords: steelconstitutive lawfireWorld Trade Center Investigationelevated temperature

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Data and related material can be found at the following locations:

DOI Access to Data from High-temperature tensile constitutive data and models for structural steels in fire (NIST Technical Note 1714)

DOI Access to Data from High-temperature tensile constitutive data and models for structural steels in fire (NIST Technical Note 1714)

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Luecke, W., & Banovic, S. W. (2015). High-temperature tensile constitutive data and models for structural steels in fire. https://doi.org/10.6028/nist.tn.1714

Luecke, W. E., McColskey, J. D., McCowan, C. N., Banovic, S. W., Fields, R. J., Foecke, T., Siewert, T. A., & Gayle, F. W. (2005). Mechanical properties of structural steel. https://doi.org/10.6028/nist.ncstar.1-3d

Seif, M., Main, J., Weigand, J., Sadek, F., Choe, L., Zhang, C., Gross, J., Luecke, W., & McColskey, D. (2016). Temperature-Dependent Material Modeling for Structural Steels: Formulation and Application. https://doi.org/10.6028/nist.tn.1907

Version: 1.0...

There is a more recent release of this resource available: 1.0.3

Cite this dataset

William E. Luecke (2011), Data from "High-temperature tensile constitutive data and models for structural steels in fire (NIST Technical Note 1714)", National Institute of Standards and Technology, https://doi.org/10.18434/mds2-1859 (Accessed 2024-12-09)

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