Post-fire mechanical properties of high strength structural steels S460 and S690
By X. Qiang, Frans Bijlaard, H. Kolstein. 2012
318 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/41b3fa652a0c918261fe371452e067e470c72f69
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Mechanical properties of normal strength mild steel and high strength steel S690 in low temperature relevant to Arctic environment (2014, background): “[6–8].”
- Experimental investigation of post-fire mechanical properties of cold-formed steels (2014, background): “[18] to evaluate the post-fire mechanical properties of high strength structural steels.”
- Stress-Strain Curves of Structural and Reinforcing Steels after Exposure to Elevated Temperatures (2013, background): “Test Data A total of 163 test results from eight studies (Chen and Cao 2010; Ding et al. 2006; Kirby et al. 1986; Lee et al. 2012; Outinen and Mäkeläinen 2004; Qiang et al. 2012; Smith et al. 1981; Zhang et al. 2009) were collected for structural steel, whereas 380 test results from 18 studies (Croo”