Results 131 to 140 of about 2,272 (191)

Sustainable Rubberized Concrete-Filled Square Steel Tubular Columns Under Eccentric Compression. [PDF]

Materials (Basel)
Liu Y, Bao Y, Jiang S, Ren Q, Liu Y, Li T.   +5 more
europepmc   +1 more source

Prediction and Regulation of SCC's Shrinkage Using the PSO-BPNN Model. [PDF]

Materials (Basel)
Ni T, Shen L, Shen S, Cai Z, Chu W, Hu C, Jiang C, Jing K.   +7 more
europepmc   +1 more source

Theoretical analysis of prestressed unequal-walled rectangular concrete-filled steel beams. [PDF]

Sci Rep
Su Q, Zhang Z, Li S.
europepmc   +1 more source

An optimized machine learning approach for reliable design of hybrid FRP-steel-concrete tubular columns. [PDF]

Sci Rep
Luo Z, Tian W.
europepmc   +1 more source

A Review of Modelling Test Study on the Effect of Single-Line Tunnelling on Adjacent Piles: Test Materials, Methodologies and Results. [PDF]

Materials (Basel)
Diao H, Lu Y, Hu H, Wei G, Li Q, Zhou X.
europepmc   +1 more source

Influence of connection configuration on the punching resistance of CFST column-RC slab systems under eccentric loading. [PDF]

Sci Rep
Ghalla M, Bazuhair RW, Mahfouz YMB, Badawi MA, Shahin RI, Altobgy MA.   +5 more
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

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

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Bond properties of steel angles in concrete filled steel tubes

Journal of Constructional Steel Research, 2021
Abstract The performance of concrete filled steel tubes (CFSTs) in tensile actions can effectively be improved by inner steel L-profiles embedded in the core concrete. In order to investigate the bond properties between the steel angle and core concrete, 24 pull-out specimens with variable bond length and cross-section area were tested.
Da-wei Zhang, Yu Zeng, Ju Chen, Fuyuan Gong, Cheng-bin Liu   +4 more
openaire   +1 more source

Creep modeling for concrete-filled steel tubes

Journal of Constructional Steel Research, 2003
Using 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
openaire   +1 more source