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Shear Behavior of High-strength Bolts at Elevated Temperatures: Testing and Formulation of Reduced-order Model

Published

Author(s)

Mina S. Seif, Rafaela Peixoto, Jonathan M. Weigand, Joseph A. Main, Luiz Vieira
Citation
Technical Note (NIST TN) - 1978
Report Number
1978

Keywords

Shear stress, stress-strain relationship, fire loading, high-strength structural bolts, retained yield, elevated temperatures, steel column, finite element, inelastic buckling, thermal strain, fracture, steel connection

Citation

Seif, M. , Peixoto, R. , Weigand, J. , Main, J. and Vieira, L. (2018), Shear Behavior of High-strength Bolts at Elevated Temperatures: Testing and Formulation of Reduced-order Model, Technical Note (NIST TN), National Institute of Standards and Technology, Gaithersburg, MD, [online], https://doi.org/10.6028/NIST.TN.1978 (Accessed April 14, 2024)
Created September 21, 2018, Updated November 10, 2018