A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Compression Tests of Fixed-Ended and Pin-Ended Cold-Formed Plain Channels
This report describes a test program on cold-formed plain channel columns compressed between fixed ends and pinned ends. It is shown that local buckling does not induce overall bending of fixed-ended channel columns, as it does of specimens consisting of two cross-section geometries fabricated from high strength steel by brake-pressing. Tests were performed over a range of lengths which involved pure local buckling, overall flexural buckling and flexural-torsional buckling.
Compression Tests of Fixed-Ended and Pin-Ended Cold-Formed Plain Channels
This report describes a test program on cold-formed plain channel columns compressed between fixed ends and pinned ends. It is shown that local buckling does not induce overall bending of fixed-ended channel columns, as it does of specimens consisting of two cross-section geometries fabricated from high strength steel by brake-pressing. Tests were performed over a range of lengths which involved pure local buckling, overall flexural buckling and flexural-torsional buckling.
Compression Tests of Fixed-Ended and Pin-Ended Cold-Formed Plain Channels
B. Young (author) / K. J. R. Rasmussen (author)
1995
254 pages
Report
No indication
English
Compression Tests of Fixed-Ended and Pin-Ended Cold-Formed Channels
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