Mechanical properties of partially damaged structural steel induced by high strain rate loading at elevated temperatures – An experimental investigation
- 1 February 2015
- journal article
- Published by Elsevier BV in International Journal of Impact Engineering
- Vol. 76, 178-188
- https://doi.org/10.1016/j.ijimpeng.2014.10.001
Abstract
No abstract availableKeywords
Funding Information
- Australian Research Council (DP130100181)
This publication has 22 references indexed in Scilit:
- Beam–column element for non-linear dynamic analysis of steel members subjected to blast loadingEngineering Structures, 2011
- Nonlinear Analysis of Composite Beams with Partial Interaction in Steel Frame Structures at Elevated TemperatureJournal of Structural Engineering, 2010
- Numerical modelling of square tubular steel beams subjected to transverse blast loadsThin-Walled Structures, 2009
- Generic nonlinear modelling of restrained steel beams at elevated temperaturesEngineering Structures, 2009
- Deformation of mild steel plates subjected to large-scale explosionsInternational Journal of Impact Engineering, 2008
- The effects of temperature and strain rate on the dynamic flow behaviour of different steelsMaterials Science and Engineering: A, 2006
- The deformation and tearing of thin square plates subjected to impulsive loads—An experimental studyInternational Journal of Impact Engineering, 1996
- An introduction to the mechanical properties of structural steel at elevated temperaturesFire Safety Journal, 1988
- High temperature properties of hot-rolled, structural steels for use in fire engineering design studiesFire Safety Journal, 1988
- Effect of Strain Rate Upon Plastic Flow of SteelJournal of Applied Physics, 1944