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- W621920100 abstract "This paper shows the results of studies on concrete cylinders, reinforced with ribbed steel pipes on the exterior. The steel pipes have continuous ribs, 2.5 Mm in height, 3.0 Mm in width, and with a distance of 35 to 40 mm on its inner surface, to get sufficient bond. Bending, shearing, and extrusion tests were conducted. The load deflection curves on the bending tests show that the ultimate strength is 50 per cent higher than the theoretical ultimate value. It can follow a larger deflection in the plastic state than a concrete cylinder with outer flat steel pipe. By observing the inner concrete cracks and the strain distribution, it was found that the ribbed steel pipes and filling concrete were well composited after yielding. Field construction experiments were conducted on the cast in place piles of the new type in the form of concrete cylinders reinforced with ribbed steel pipes, using three different methods. In addition, bending tests were conducted to compare the performance between the cast in place piles and two test pipes made in the laboratory. As a result, it was confirmed that any of the three methods was applicable to field construction while the cast in place piles of the new type also showed a high composite effect of steel pipe with concrete (a)." @default.
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- W621920100 date "1986-01-01" @default.
- W621920100 modified "2023-09-27" @default.
- W621920100 title "Properties of concrete cylinders reinforced with ribbed steel pipes and applicable to cast in place piles" @default.
- W621920100 hasPublicationYear "1986" @default.
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