Tests and numerical study of ultra-high strength steel columns with end restraints
By G. Shi, H. Ban, Frans Bijlaard. 2012
157 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/e29bb0c6188eed938d9e673f74266baf8ec74d62
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Flexural behaviour of hot-finished high strength steel square and rectangular hollow sections (2016, unknown): “Previous research into the behaviour and design of HSS structures has included studies of the material characteristics described in references [4–13], residual stress measurements set-out in references [5–7, 10, 11, 14–19], global buckling behaviour of long columns explained in references [5, 8, 16,”
- Stress-strain curves for hot-rolled steels (2017, methodology): “The experimental ultimate strains εu are plotted against the corresponding fy/fu ratios for the data from 537 hot-rolled and 272 cold-formed [41,43,45,71-87] carbon steel tensile coupon”