Flexural Behavior of Concrete-Filled Circular Steel Tubes under High-Strain Rate Impact Loading
Nine simply supported circular steel concrete-filled tubes (CFTs), two circular steel posttensioned concrete-filled tubes (PTCFTs), and one circular steel fiber–reinforced concrete-filled tube (FRCFT) have been tested in an instrumented drop-weight ...
Tuan, Christopher Y., Deng, Yaohua
core
Development of a High-Performance Composite Mortar for Ultra-High-Strength Preplaced Aggregate Concrete-Filled Steel Tubes (PACFSTs). [PDF]
Zhao Y, Zhou X, Zhang Y, Li S.
europepmc +1 more source
Detection of Debonding Defects in Concrete-Filled Steel Tubes Using Fluctuation Analysis Method. [PDF]
Wang C, Yang Y, Fan G, Lian J, Chen F.
europepmc +1 more source
Tensile experimental data from monotonic loading on connections to concrete filled steel tubes using Extended Hollo-bolt blind bolts. [PDF]
Cabrera M, Tizani W, Ninic J.
europepmc +1 more source
Hybrid FRP-Concrete-Steel Multitube Concrete Columns: Concept and Behavior
This paper presents the conceptual development of a new form of hybrid structural column, termed the hybrid fiber-reinforced polymer (FRP)-concrete-steel multiple-tube concrete column (MTCC). A MTCC consists of an external FRP tube and number of internal
Chun Wa Chan (20122593) +3 more
core
Correction: Li et al. Numerical Study on the Axial Compressive Behavior of Steel-Tube-Confined Concrete-Filled Steel Tubes. Materials 2024, 17, 155. [PDF]
Li X, Zhang S, Tao Y, Zhang B.
europepmc +1 more source
BEHAVIOR OF CONCRETE FILLED STEEL TUBE, SAND FILLED STEEL TUBE AND HOLLOW STEEL TUBE
openaire +1 more source
Research Progress on Concrete-Filled Steel Tubes with Defects
Concrete-filled steel tube (CFST) structures are widely used in civil engineering due to their high load-bearing capacity and construction efficiency. However, core concrete defects such as voids and interfacial gaps significantly degrade mechanical performance, posing serious threats to structural safety.
openaire +1 more source
Concrete-filled double skin steel tubes (CFDST) have been studied by several researchers in the past few years. However, these members when subjected to sustained loading have not been addressed satisfactorily. This paper carried out a series of tests on
Han, Lin-Hai +3 more
core
Performance evaluation of light-gauge CFST columns incorporating expansive self-compacting concrete. [PDF]
Ganga V +5 more
europepmc +1 more source

