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Effect of beam dimensions and concrete filling sequence on the flexural strength of steel fibre reinforced concrete beams

✍ Scribed by N.I. Fattuhi; B.P. Hughes

Publisher
Elsevier Science
Year
1982
Weight
352 KB
Volume
4
Category
Article
ISSN
0262-5075

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The steel tubular column filled with steel-reinforced concrete is formed by inserting a steel section into a concrete-filled steel tube. The objective of this study is to investigate the strength and ductility of composite columns subjected to axial compressive loads. For this purpose, an experiment