Practical artificial neural network tool for predicting the axial compression capacity of circular concrete-filled steel tube columns with ultra-high-strength concrete

VL Tran, DK Thai, DD Nguyen - Thin-Walled Structures, 2020 - Elsevier
This paper aims to develop a practical artificial neural network tool for predicting the axial
compression capacity of circular concrete-filled steel tube columns with ultra-high-strength …

Behavior of concrete-encased concrete-filled steel tube columns under diverse loading conditions: A review of current trends and future prospects

R Niyirora, F Niyonyungu, T Hakuzweyezu… - Cogent …, 2023 - Taylor & Francis
The concept of concrete-encased concrete-filled steel tube (CE-CFST) columns was
conceived during the quest to enhance the safety of structures in high seismic regions. Over …

Evolution of concrete encased-CFST column: A comprehensive review on structural behavior and performance characteristics

N Raveendran, K Vasugi - Steel and Composite Structures, 2024 - koreascience.kr
In the construction industry, composite structures have revolutionized traditional design
principles, opening innovative possibilities. The Concrete Encased-Concrete Filled Steel …

Deformation failure mechanism and concrete-filled steel tubular support control technology of deep high-stress fractured roadway

B Chen, Y Zuo, L Zheng, L Zheng, J Lin, C Pan… - … and Underground Space …, 2022 - Elsevier
To address the problem of deep high-stress fractured roadway support, a water sump in a 30
m middle section of the Jinfeng Gold Deposit was taken as an engineering background. The …

[HTML][HTML] Experimental and numerical investigations of interfacial bond in self-compacting concrete-filled steel tubes made with waste steel slag aggregates

RM Abendeh, D Salman, R Al Louzi - Developments in the Built …, 2022 - Elsevier
New self-compacting concrete (SCC) mixtures were designed to improve the interfacial
bond strength in concrete-filled steel tubes (CFST) at 30 days and one year. The proposed …

Prediction of bond-slip behavior of circular/squared concrete-filled steel tubes

RA Allouzi, HH Almasaeid, DG Salman, RM Abendeh… - Buildings, 2022 - mdpi.com
Numerous existing formulas predicted the ultimate interfacial bond strength in concrete-filled
steel tubes (CFST) between steel tubes and concrete core without investigating the whole …

Prediction of ultimate load of rectangular CFST columns using interpretable machine learning method

TT Le, HC Phan - Advances in Civil Engineering, 2020 - Wiley Online Library
The ultimate compressive load of concrete‐filled steel tubular (CFST) structural members is
recognized as one of the most important engineering parameters for the design of such …

Experimental study and finite element modeling of bond behavior between recycled aggregate concrete and the shaped steel

B Liu, GL Bai, ZH Xu, JF Ma, YY Han - Engineering Structures, 2019 - Elsevier
The purpose of this paper is to study the bond behavior of steel reinforced recycled
aggregate concrete (SRRAC) structure, and to solve the problem that the bond behavior …

Modeling recommendations for RC and CFST sections in LS-Dyna including bond slip

MZ Zhao, DE Lehman, CW Roeder - Engineering Structures, 2021 - Elsevier
Modeling of reinforced concrete (RC) and concrete filled steel tube (CFST) sections is
complex, because the model must be capable of capturing degradation of the concrete …

Failure predictions for steel-UHPC-steel sandwich beams under three-point bending

C Xiang, W Shao, H Fang, Y Liu - Ocean Engineering, 2023 - Elsevier
In developing a steel-ultra-high performance concrete (UHPC)-steel sandwich structure
(SUSSS) for some emerging applications, attention inevitably falls on the failure of the …