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Research on the mechanism and technology of close range coal seam support and roof cutting collaborative lane control. [PDF]
Huang W +5 more
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Experimental Study on Interface Debonding Defect Detection and Localization in Underwater Grouting Jacket Connections with Surface Wave Measurements. [PDF]
Liu Q, Xu B, Zhu X, Chen R, Ge H.
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Bond behavior in concrete-filled steel tubes
Journal of Constructional Steel Research, 2016Abstract In this paper, the bond behavior between the steel tube and the concrete in concrete-filled steel tubes (CFST) is investigated. A series of push-out tests on circular and square CFST specimens were conducted, and the main parameters considered in the test program were: (a) cross-sectional dimension (120–600 mm); (b) steel type (carbon and ...
Zhong Tao +3 more
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STUDY ON CONCRETE FILLED STEEL TUBE
2023ABSTRACT The objective of the continuous survey is to grasp how a steel tubular segment heaped with concrete tends to a vital weight. A steel tube is filled with concrete to make a concrete-filled steel tubular (CFST) fragment. Because of their phenomenal static and quake safe qualities, for example, high strength, high adaptability, tremendous energy ...
Burugupally Venugopal, Dr. Ajay Swarup
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Creep modeling for concrete-filled steel tubes
Journal of Constructional Steel Research, 2003Using the rate of flow method and the double power law function for basic creep of concrete, an algorithm is developed for the time-dependent behavior of concrete-filled steel tube (CFT), with or without the interface bond. The model adheres to geometric compatibility and static equilibrium, and considers the effects of sealed concrete, multi-axial ...
Wassim Naguib, Amir Mirmiran
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Axially Loaded Concrete-Filled Steel Tubes
Journal of Structural Engineering, 1998This paper presents an experimental and analytical study on the behavior of short, concrete-filled steel tube columns concentrically loaded in compression to failure. Fourteen specimens were tested to investigate the effect of the steel tube shape and wall thickness on the ultimate strength of the composite column.
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Stiffened concrete-filled steel tubes: A systematic review
Thin-Walled Structures, 2020Abstract The behavior of concrete filled steel tubular (CFST) elements with different types of stiffening measures has been wildly investigated during the past two decades through experimental, analytical, and numerical approaches. The previous studies highlighted the importance of the presence of internal and external stiffeners to enhance the ...
Alatshan, Faesal +3 more
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Advances in Structural Engineering, 2019
This article investigates the behaviour of slender concrete-filled steel tube square columns strengthened by concrete-filled steel tube jacketing. The columns were realised by placing a square outer steel tube around the original slender concrete-filled steel tube column and pouring strengthening concrete into the gap between the inner and outer steel
Tao Zhu +4 more
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This article investigates the behaviour of slender concrete-filled steel tube square columns strengthened by concrete-filled steel tube jacketing. The columns were realised by placing a square outer steel tube around the original slender concrete-filled steel tube column and pouring strengthening concrete into the gap between the inner and outer steel
Tao Zhu +4 more
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Concrete-Filled Steel Tubes for Accelerated Bridge Construction
Transportation Research Record: Journal of the Transportation Research Board, 2014Concrete-filled steel tubes (CFSTs), which are steel tubes with concrete infill, have increased strength, stiffness, and deformability relative to comparably sized reinforced concrete columns. The steel is at its optimal location and thus maximizes strength and stiffness while minimizing weight and material requirements and providing confinement to ...
Charles W. Roeder +2 more
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