2021
DOI: 10.3390/app112211056
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Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement

Abstract: This study evaluated the axial capacity of cold-formed racking upright sections strengthened with an innovative reinforcement method by finite element modelling and artificial intelligence techniques. At the first stage, several specimens with different lengths, thicknesses and reinforcement spacings were modelled in ABAQUS. The finite element method (FEM) was employed to increase the available datasets and evaluate the proposed reinforcement method in different geometrical types of sections. The most influent… Show more

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Cited by 41 publications
(8 citation statements)
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References 57 publications
(58 reference statements)
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“…In the PSO algorithm, particles are the building blocks of the population, and they work together to obtain the optimum approach to the target [51,62,67]. For this reason, it is called swarm intelligence.…”
Section: Particle Swarm Optimization (Pso)mentioning
confidence: 99%
See 2 more Smart Citations
“…In the PSO algorithm, particles are the building blocks of the population, and they work together to obtain the optimum approach to the target [51,62,67]. For this reason, it is called swarm intelligence.…”
Section: Particle Swarm Optimization (Pso)mentioning
confidence: 99%
“…For example, the ABAQUS program has been successfully used for modelling the steel-concrete composite structures [50], and the results were reliable enough to be used in further studies. In another study, ABAQUS was utilized to simulate monotonic testing to verify experimental results and simultaneously provide new data from other samples [51].…”
Section: Introductionmentioning
confidence: 99%
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“…ANFIS has been used in many applications including the real-time identification and estimation of multivariate systems [40]. ANFIS, in contrast to most analytical procedures, does not rely on system parameters to be known [41]. Its more straightforward approach allows it to be used in multivariate systems where input data is limited.…”
Section: Introductionmentioning
confidence: 99%
“…Its more straightforward approach allows it to be used in multivariate systems where input data is limited. The partial replacement of cement in SCC with SCMs leads to a change in the concrete properties; for example, a change in the compressive strength can result as a function of time [41,42]. Quantifying the degree of this change is a challenge.…”
Section: Introductionmentioning
confidence: 99%