Interfacial bond capacity prediction of concrete-filled steel tubes utilizing artificial neural network

Almasaeid, Hatem H.; Salman, Donia G.; Abendeh, Raed M.; Allouzi, Rabab A.; Rabayah, Hesham S.

doi:10.1080/23311916.2023.2297501

Cited by 1 publication

(1 citation statement)

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“…A series of push-out tests with CFST columns with different concrete infills were reported in the literature [3,5,7,[11][12][13][14][15][16]. Prediction models for the bond capacity of circular and square CFST columns were developed using Artificial Neural Networks (ANN) [17]. Thickness of steel tube, compression strength of concrete, and concrete age was fed as input parameters, and using experimental data from the literature, a prediction model was generated that showed better accuracy.…”

Section: Figure 3 Typical Bond-slip Curve For Push-out Tests On Cfst ...mentioning

confidence: 99%

Bond Strength of Rectangular CFSST Columns after Exposed to Elevated Temperature

K.,

Santhi

2024

Civ Eng J

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This article investigates the bond- behavior of Rectangular Concrete-filled stainless-steel tubular (RCFSST) columns under post-fire conditions. The main objective of this research was to obtain τ-s relationship of RCFSST columns under the combined effects of high temperature and concrete age. A total of sixteen specimens, including four reference specimens, were tested with different parameters, namely: i) temperature (600 °C, 800 °C & 1000 °C) ii) different concrete ages (30 days, 60 days, 90 days & 180 days). Analyzing the τ-s curves of the test specimens, chemical adhesion and micro-locking were the principal forces contributing to bond strength at lower concrete ages under post-fire conditions. At a higher concrete age, RCFSST specimens displayed a longer curve after the inflection point, indicating the contribution of macro-locking forces in amplifying the bond-strength. Five distinct curve types were found from the experiments. Type 1 curves with three stages, i) initial linear, ii) non-linear, and ii) final linear stage, had a higher frequency among the other types. For 90-day cured specimens, a decline in bond strength was observed at higher temperatures, but for 180 days cured specimens, a significant rise was seen under post-fire conditions. A new set of τ-s relations for RCFSST columns with different concrete ages under post-fire was established. Doi: 10.28991/CEJ-2024-010-03-019 Full Text: PDF

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Section: Figure 3 Typical Bond-slip Curve For Push-out Tests On Cfst ...mentioning

confidence: 99%

Bond Strength of Rectangular CFSST Columns after Exposed to Elevated Temperature

K.,

Santhi

2024

Civ Eng J

View full text Add to dashboard Cite

show abstract

Interfacial bond capacity prediction of concrete-filled steel tubes utilizing artificial neural network

Cited by 1 publication

References 61 publications

Bond Strength of Rectangular CFSST Columns after Exposed to Elevated Temperature

Bond Strength of Rectangular CFSST Columns after Exposed to Elevated Temperature

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