Results 101 to 110 of about 597 (168)

Internally welded steel bars enhance the bonding between steel pipes and concrete and prevent disengagement and debonding. [PDF]

Sci Rep
Deng Y, Zhang H, Ni J, Deng N.
europepmc   +1 more source

Numerical analysis and experimental study on axial compressive behavior of glass sand concrete filled steel tubular short columns. [PDF]

Sci Rep
Wang Y, Yin X, Zhao Y, Lin Q, Bao Y.
europepmc   +1 more source

Axial compression behavior of rubberized concrete filled steel tube columns after exposure to elevated temperatures. [PDF]

Sci Rep
Xiang Y, Liang J, Wang C, Wangliu H, Li W.   +4 more
europepmc   +1 more source

Study on the bonding behavior of concrete-filled aluminum alloy tube. [PDF]

Sci Rep
Liu FL, Wang JX, Gao S.
europepmc   +1 more source

Axial compressive behavior of lithium slag and rubber concrete-filled steel tube stub columns. [PDF]

PLoS One
Yang Y, Liang J, Zou W, Wang C, Liu J.
europepmc   +1 more source

Four-limb CFST latticed columns seismic performance: experimental and ANN predictions. [PDF]

Sci Rep
Chen J, He JJ, Huang Z, Huang Y, Chen YF.   +4 more
europepmc   +1 more source

Bending behavior of concrete-filled FRP wound tubular arches with internal FRP bars. [PDF]

Sci Rep
Li B, Yang Z, Qi Y, Zhou Z, Wang G.
europepmc   +1 more source

Detection of Debonding Defects in Concrete-Filled Steel Tubes Using Fluctuation Analysis Method. [PDF]

Sensors (Basel)
Wang C, Yang Y, Fan G, Lian J, Chen F.
europepmc   +1 more source

Experimental Study on Seismic Behavior of Concrete-Filled Steel Tube with Spherical-Cap Gap. [PDF]

Materials (Basel)
Xu A, Liu D, Fan J, Di J, Wang J, Qin F.
europepmc   +1 more source

The Monotonic Behavior of Existing Bridge Piers Retrofitted by Expansive Concrete-Filled Steel Tubes: An Experimental and Numerical Study. [PDF]

Materials (Basel)
Peng G, Yao G, Jia H, Yao Y, Zheng S.
europepmc   +1 more source