Yuan Fang
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View article: The impact mechanism of artificial intelligence dependence on college students’ innovation capability: an empirical study from China
The impact mechanism of artificial intelligence dependence on college students’ innovation capability: an empirical study from China Open
Introduction The rapid adoption of artificial intelligence (AI) in higher education has increased college students’ reliance on AI tools. While AI enhances learning efficiency, it may also undermine key cognitive processes required for inn…
View article: Analysis on Durability of Bentonite Slurry–Steel Slag Foam Concrete Under Wet–Dry Cycles
Analysis on Durability of Bentonite Slurry–Steel Slag Foam Concrete Under Wet–Dry Cycles Open
Wet–dry cycles are a key factor aggravating the durability degradation of foam concrete. To address this issue, this study prepared bentonite slurry–steel slag foam concrete (with steel slag and cement as main raw materials, and bentonite …
View article: Basic mechanical properties of ultra-fine iron tailings sand concrete
Basic mechanical properties of ultra-fine iron tailings sand concrete Open
View article: Highly thermally stable MOF-based flame retardant system for fire-safe and toxicity-suppressing rigid polyurethane foam
Highly thermally stable MOF-based flame retardant system for fire-safe and toxicity-suppressing rigid polyurethane foam Open
View article: Drying shrinkage and microstructure of alkali-activated composite binders for FRP-based structural rehabilitation modified by calcium carbonate whisker
Drying shrinkage and microstructure of alkali-activated composite binders for FRP-based structural rehabilitation modified by calcium carbonate whisker Open
View article: Study on the basic properties of iron tailings powder-desulfurization ash mine filling cementitious material
Study on the basic properties of iron tailings powder-desulfurization ash mine filling cementitious material Open
To realize the recycling of iron tailings powder (IP) and desulfurization ash (DA) and reduce the high preparation cost of mine filling cementitious materials (MCs), this article adopts sodium carbonate (SC) as an activator to prepare iron…
View article: Study on Shear Bearing Capacity of Pvc-Cfrp Confined Concrete Column-Rc Beam Exterior Joint with Core Steel Tube
Study on Shear Bearing Capacity of Pvc-Cfrp Confined Concrete Column-Rc Beam Exterior Joint with Core Steel Tube Open
View article: A MODEL FOR PREDICTING MOMENT-CURVATURE BEHAVIOR OF SELF-STRESSING SSACFST COLUMNS UNDER LOW CYCLIC LOADING
A MODEL FOR PREDICTING MOMENT-CURVATURE BEHAVIOR OF SELF-STRESSING SSACFST COLUMNS UNDER LOW CYCLIC LOADING Open
This paper reports the experimental investigation and theoretical model of self-stressing steel slag aggregate concrete-filled steel tubular (SSACFST) columns under low cyclic loading. Fourteen specimens including ten self-stressing SSACFS…
View article: MECHANICAL PERFORMANCE OF RECYCLED AGGREGATE SELF-CONSOLIDATING CONCRETE COLUMN
MECHANICAL PERFORMANCE OF RECYCLED AGGREGATE SELF-CONSOLIDATING CONCRETE COLUMN Open
The utilization of recycled concrete aggregate (RCA) can reduce the environmental impact and decreases the cost of concrete. In this study, a comprehensive assessment of self-consolidating concrete (SCC) using RCA as partial or total repla…
View article: Numerical Simulation of Basic Properties of Full‐Steel Slag Aggregate Concrete
Numerical Simulation of Basic Properties of Full‐Steel Slag Aggregate Concrete Open
In this study, the bit‐level table of orthogonal test is adopted as the coding form of Genetic Algorithm (GA), and a Back Propagation (BP) neural network prediction model of the basic properties of full steel slag aggregate concrete (FSSAC…
View article: Bearing Capacity of Recycled Self‐Compacting Concrete‐Filled Circular Steel Tubular Long Columns Subjected to Axial Load
Bearing Capacity of Recycled Self‐Compacting Concrete‐Filled Circular Steel Tubular Long Columns Subjected to Axial Load Open
To investigate the ultimate bearing capacity and deformation of the recycled self‐compacting concrete‐filled circular steel tubular (RSCCFCST) long columns subjected to axial load, nine specimens with different recycled self‐compacting con…
View article: Experimental study and finite element analysis of PVC-CFRP confined concrete column – Ring beam joint subjected to eccentric compression
Experimental study and finite element analysis of PVC-CFRP confined concrete column – Ring beam joint subjected to eccentric compression Open
View article: Experimental and theoretical investigations of recycled self-compacting concrete filled steel tubular columns subjected to axial compression
Experimental and theoretical investigations of recycled self-compacting concrete filled steel tubular columns subjected to axial compression Open
Axial loading tests were conducted on fifteen Recycled Self-Compacting Concrete Filled Steel Tubular (RSCCFST) columns to investigate the influence of the replacement ratio of the Recycled Aggregate (RA), concrete strength grade and diamet…
View article: AXIAL COMPRESSIVE BEHAVIOR OF SELF-STRESSING STEEL SLAG AGGREGATE CONCRETE FILLED STEEL TUBULAR COLUMNS WITH BOND-SLIP DAMAGE
AXIAL COMPRESSIVE BEHAVIOR OF SELF-STRESSING STEEL SLAG AGGREGATE CONCRETE FILLED STEEL TUBULAR COLUMNS WITH BOND-SLIP DAMAGE Open
The axial compressive behavior of self-stressing steel slag aggregate concrete filled steel tubular (CFST) columns with bond-slip damage is investigated in this paper.Six bond-slip damaged specimens and two undamaged specimens with differe…
View article: STUDY ON LOAD-DEFLECTION RELATIONSHIP OF RECYCLED SELF-COMPACTING CONCRETE FILLED STEEL TUBULAR COLUMNS SUBJECTED TO ECCENTRIC COMPRESSION
STUDY ON LOAD-DEFLECTION RELATIONSHIP OF RECYCLED SELF-COMPACTING CONCRETE FILLED STEEL TUBULAR COLUMNS SUBJECTED TO ECCENTRIC COMPRESSION Open
Behaviors of recycled self-compacting concrete filled steel tubular (RSCCFST) columns under eccentric compression were experimentally investigated in this paper.The influences of the recycled coarse aggregate (RCA) replacement ratios, leng…
View article: Stiffness Analysis of Recycled Self‐Compacting Concrete‐Filled Circular Steel Tubular Columns under Eccentric Compression
Stiffness Analysis of Recycled Self‐Compacting Concrete‐Filled Circular Steel Tubular Columns under Eccentric Compression Open
In this study, twenty‐one recycled self‐compacting concrete‐filled circular steel tubular (RSCFCST) columns are designed and tested under eccentric compression. The studied parameters including the replacement ratio of the recycled coarse …