This paper presents the behaviour and design of axially loaded concrete-filled steel tube circular stub columns. The study was conducted over a wide range of concrete cube strengths ranging from 30 to 110 MPa. The external diameter of the steel tube-to-plate thickness (D/t) ratio ranged from 15 to 8
โฆ LIBER โฆ
Design and behaviour of concrete-filled cold-formed stainless steel tube columns
โ Scribed by Ehab Ellobody; Ben Young
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 633 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0141-0296
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A series of tests on concrete filled double skin steel tubular (CFDST) stub columns ( 14) and beam-columns (12) were carried out. Both outer and inner tubes were circular hollow sections (CHS). The main experimental parameters for stub columns were the diameter-tothickness ratio and hollow section r