Internally welded steel bars enhance the bonding between steel pipes and concrete and prevent disengagement and debonding. [PDF]
Deng Y, Zhang H, Ni J, Deng N.
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Numerical analysis and experimental study on axial compressive behavior of glass sand concrete filled steel tubular short columns. [PDF]
Wang Y, Yin X, Zhao Y, Lin Q, Bao Y.
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Axial compression behavior of rubberized concrete filled steel tube columns after exposure to elevated temperatures. [PDF]
Xiang Y +4 more
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Study on the bonding behavior of concrete-filled aluminum alloy tube. [PDF]
Liu FL, Wang JX, Gao S.
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Axial compressive behavior of lithium slag and rubber concrete-filled steel tube stub columns. [PDF]
Yang Y, Liang J, Zou W, Wang C, Liu J.
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Four-limb CFST latticed columns seismic performance: experimental and ANN predictions. [PDF]
Chen J +4 more
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Bending behavior of concrete-filled FRP wound tubular arches with internal FRP bars. [PDF]
Li B, Yang Z, Qi Y, Zhou Z, Wang G.
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Detection of Debonding Defects in Concrete-Filled Steel Tubes Using Fluctuation Analysis Method. [PDF]
Wang C, Yang Y, Fan G, Lian J, Chen F.
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Experimental Study on Seismic Behavior of Concrete-Filled Steel Tube with Spherical-Cap Gap. [PDF]
Xu A, Liu D, Fan J, Di J, Wang J, Qin F.
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The Monotonic Behavior of Existing Bridge Piers Retrofitted by Expansive Concrete-Filled Steel Tubes: An Experimental and Numerical Study. [PDF]
Peng G, Yao G, Jia H, Yao Y, Zheng S.
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