Behaviour of normal and high strength co
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Ehab Ellobody; Ben Young; Dennis Lam
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Article
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2006
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Elsevier Science
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English
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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