Structural Performance of Strengthening of High-Performance Geopolymer Concrete Columns Utilizing Different Confinement Materials: Experimental and Numerical Study

被引:3
|
作者
Abadel, Aref A. [1 ]
机构
[1] King Saud Univ, Coll Engn, Dept Civil Engn, Riyadh 11421, Saudi Arabia
关键词
geopolymer concrete; CFST columns; CFRP sheet; PVC tube; inner steel tube; axial compressive loading; modeling; STEEL TUBULAR COLUMNS; PLASTIC-DAMAGE MODEL; DOUBLE-SKIN; TUBE COLUMNS; BEHAVIOR; COMPRESSION;
D O I
10.3390/buildings13071709
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this study was to investigate the effectiveness of different confinement materials in strengthening geopolymer concrete (GP) columns subjected to axial compression loading. This research encompassed both experimental and numerical analyses. The experimental phase involved testing seven circular GP columns, while the numerical phase involved developing 3D finite element (FE) models using ABAQUS software. The primary focus of this study was to assess the impact of using outer and inner steel tubes, as well as an outer polyvinyl chloride (PVC) tube and a carbon-fiber-reinforced polymer (CFRP) sheet. To validate the FE models, the experimental results were utilized for comparison. The findings of this study revealed that the outer steel tube provided superior confinement effects on the GP column's concrete core compared to the PVC tube and CFRP sheet. The axial capacities of the columns confined with steel, PVC, and CFRP materials were observed to increase by 254.7%, 43.2%, and 186%, respectively, in comparison to the control specimens. Furthermore, the utilization of all confinement materials significantly enhanced the absorbed energy and ductility of the columns. The FE models demonstrated a reasonably close match to the experimental results in terms of load-displacement curves and deformation patterns. This correspondence between the numerical predictions and experimental data confirmed the reliability of the FE models and their suitability for generating further predictions. In summary, this study contributes to the field by exploring the efficacy of various confinement materials in strengthening GP columns. The results highlight the superior performance of the outer steel tube and demonstrate the positive influence of PVC and CFRP materials on enhancing the structural behavior of the columns. The validation of the FE models further supports their reliability and their potential for future predictions in similar scenarios.
引用
收藏
页数:25
相关论文
共 50 条
  • [1] Confinement of high-performance concrete columns: prediction of behaviour
    Le confinement des poteaux en beton a hautes performances Prevision du comportement
    Cusson, Daniel, 1600, Lab Central des Ponts et Chaussees, Paris, France
  • [2] Numerical analysis of strengthening concrete columns by high performance fibre concrete
    Vavrus, Martin
    Kotes, Peter
    Tamrazyan, Ashot
    XXVII R-S-P SEMINAR, THEORETICAL FOUNDATION OF CIVIL ENGINEERING (27RSP) (TFOCE 2018), 2018, 196
  • [4] Experimental and numerical study on the compressive behaviour of partially accessible concrete columns strengthened by a layer of high-performance concrete
    Siciliano, Alfio Francesco
    Skec, Leo
    Fossetti, Marinella
    Jelenic, Gordan
    STRUCTURES, 2021, 34 : 4100 - 4112
  • [5] Experimental Study on Fire Resistance of Geopolymer High-Performance Concrete Prefabricated Stairs
    Shen, Yongjiang
    Wang, Qilin
    Zhou, Quan
    Li, Xinxing
    Xiang, Zhengliang
    Buildings, 2024, 14 (12)
  • [6] Numerical and experimental study of creep and shrinkage in a high-performance concrete
    Di Luzio, G.
    Felicetti, R.
    Cedolin, L.
    CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES, 2015, : 128 - 137
  • [7] Experimental and numerical study of the performance of geopolymer concrete columns reinforced with BFRP bars subjected to lateral impact loading
    Huang, Zhijie
    Khan, Musaad Zaheer Nazir
    Chen, Wensu
    Hao, Hong
    Wu, Yu
    Pham, Thong M.
    Elchalakani, Mohamed
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 357
  • [8] Experimental and numerical study of the performance of geopolymer concrete columns reinforced with BFRP bars subjected to lateral impact loading
    Huang, Zhijie
    Khan, Musaad Zaheer Nazir
    Chen, Wensu
    Hao, Hong
    Wu, Yu
    Pham, Thong M.
    Elchalakani, Mohamed
    Construction and Building Materials, 2022, 357
  • [9] Structural behaviour of novel composite beams consisting of geopolymer concrete and high-performance concrete
    Nikbakht, Ehsan
    Lok, Joel Wong Weng
    Teo, Wee
    STRUCTURES, 2021, 32 : 106 - 115
  • [10] Experimental and numerical studies of circular precast concrete slender columns with intermediate connection filled with high-performance concrete
    Hamoda, Ahmed A.
    Ahmed, Mizan
    Abadel, Aref A.
    Ghalla, Mohamd
    Patel, Vipulkumar Ishvarbhai
    Liang, Qing Quan
    STRUCTURES, 2023, 57