Mechanical Behavior of Circular Steel-Concrete Composite Stub Columns
By Mathias Johansson, K. Gylltoft. 2002
170 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/8d1f5227935e3181acc8f29646d3a8c2b5950db5
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- FRP-confined circular concrete-filled thin steel tubes under axial compression (2011, background): “That is, in the initial stage of loading, the steel tube was subjected to radial tensile stresses from the concrete as long as the bond between the steel tube and concrete did not break (Johansson and Gylltoft 2002) and radial compressive stresses from the FRP wrap (for FRP-confined CFT specimens), ”
- Experimental behavior of circular concrete-filled steel tube stub columns (2007, methodology): “These tests [ 4 ,8] were carried out, emphasizing more on the ultimate capacity and less on the axial stiffness of the stub columns.”