Article
Construction & Building Technology
Yan Chen, Feng Li, Xia Liu, Zengkui Lv, Yinpeng She
Summary: A new type of coral reef sand concrete columns reinforced with BFRP bars and spirals was proposed to solve the problem of steel reinforcement corrosion in concrete structures and reduce transportation cost. The study investigated the effects of nominal longitudinal bar diameter and spiral spacing on crack propagation, failure modes, load bearing capacity, strain, and ductility properties of the columns. The results showed that the columns experienced brittle and explosive failure modes with the increase of longitudinal bar diameter and spiral spacing. The load bearing capacity increased with longitudinal reinforcement ratio but decreased as the spiral spacing narrowed. Compared to square columns, the circular columns with dense stirrups exhibited improved ductility behavior.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Construction & Building Technology
Chunheng Zhou, Zongping Chen, Zhenhua Huang, Liping Cai
Summary: In this study, a double spiral reinforcement was developed for reliable lateral confinement in square reinforced concrete columns. The structural behavior of the columns was investigated through testing, and it was found that the double spirals provided satisfactory confinement, increasing the load-carrying capacity, stiffness, and ductility of the columns.
JOURNAL OF BUILDING ENGINEERING
(2022)
Article
Construction & Building Technology
Ali Raza, Babar Ali, Hafiz Muhammad Usman Aslam
Summary: The study investigated the behavior of GFRP-reinforced concrete columns with hybrid fibers, comparing GHC columns with SHC columns in terms of axial strength and ductility. It was found that GHC columns had lower axial strength but higher ductility compared to SHC columns, with both showing similar failure modes. Eccentric loading led to significant decrease in axial strength of all columns. A theoretical analysis proposed a new equation for predicting the axial strength of GHC columns based on the influence of GFRP bars and confining mechanism of GFRP spirals.
JOURNAL OF BUILDING ENGINEERING
(2021)
Article
Construction & Building Technology
Yong-Chang Guo, Shu-Hua Xiao, Jun-Jie Zeng, Jia-Ying Su, Tian-Zi Li, Zhi-Hong Xie
Summary: This paper proposes novel Concrete-Filled FRP Tube columns internally reinforced with FRP-steel Composite Bars (CFFT-CB columns) and experimentally studies their axial compressive behavior, showing their suitability for marine and coastal structures in harsh environment.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Polymer Science
Jacek Korentz, Witold Czarnecki
Summary: FRP bars are used as a substitute for steel bars in concrete structures due to their advantages such as high tensile strength, high strength-to-weight ratio, electromagnetic neutrality, lightweight, and corrosion resistance. However, there is a lack of standard regulations for the design of concrete columns with FRP reinforcement, like in Eurocode 2. This paper presents a procedure for predicting the bearing capacity of concrete columns with FRP reinforcement and proposes a simple method for calculating the required reinforcement.
Article
Mechanics
Ahmed Gouda, Ahmed H. Ali, Hamdy M. Mohamed, Brahim Benmokrane
Summary: This study simulated full-scale reinforced-concrete circular-beams with glass fiber reinforced polymer bars and spirals using nonlinear finite element analysis, and conducted a parametric study to evaluate the significant effect of various parameters on the shear strength and behavior of the beams.
COMPOSITE STRUCTURES
(2022)
Article
Engineering, Civil
Yu Tang, Zeyang Sun, Gang Wu, Yang Wei
Summary: This paper presents an experimental study on the compressive behavior of steel fiber-reinforced polymer composite bars (SFCBs) confined in concrete columns. A tentative modification method is proposed to calibrate the existing compressive stress-strain model of the SFCBs.
JOURNAL OF COMPOSITES FOR CONSTRUCTION
(2022)
Article
Engineering, Civil
Ahmed H. Ali, Hamdy M. Mohamed, Brahim Benmokrane
Summary: This study aims to enhance the methods for estimating the shear capacity of circular concrete beams reinforced with FRP bars and spirals. By compiling a database, proposing models, and comparing with existing equations, it is found that the proposed models provide slightly more accurate shear strength estimations for FRP-reinforced concrete members with circular cross sections.
Article
Engineering, Multidisciplinary
Yazan Almomani, Ahmad Tarawneh, Roaa Alawadi, Ziad N. Taqieddin, Shatha Taha, Nisreen Abu Sheikh, Zaid Momani
Summary: Glass-Fiber-Reinforced-Polymer (GFRP) bars have successfully replaced steel rebars in many applications and become a practical substitute for shear and flexural reinforcement in reinforced concrete (RC) members. However, the behavior of GFRP-RC columns may differ from steel-RC columns due to variations in the mechanical properties of the two types of reinforcement. This study collects a database of 95 experimentally tested circular columns to assess the confined strength of GFRP-RC columns and evaluates the prediction accuracy of confinement models.
RESULTS IN ENGINEERING
(2023)
Article
Construction & Building Technology
Muhammad Tahir, Muhammad Shoaib Karam, Muhammad Hassam, Muhammad Umer, Rashid Hameed
Summary: With the advancement in concrete technology, the use of precast hollow concrete elements in bridge construction is increasing rapidly. Hollow concrete columns reinforced with fiber-reinforced polymer (FRP) can be a potential solution to overcome corrosion and structural deterioration. In this study, a finite element model (FEM) was developed to comprehensively evaluate the behavior of hollow concrete columns for various design parameters.
STRUCTURAL CONCRETE
(2023)
Article
Engineering, Civil
Shahzad Saleem, Amorn Pimanmas, Muhammad Irshad Qureshi, Winyu Rattanapitikon
Summary: The study aims to observe the influence of internal steel bars on the axial compressive response of noncircular RC column specimens confined with PET FRP. Test results show that the strength and deformation capacities of the confined specimens were significantly affected by the parameters considered, and PET FRP effectively restrained stress concentrations at the corners of bar buckling.
JOURNAL OF COMPOSITES FOR CONSTRUCTION
(2021)
Article
Mechanics
Nicholas Sirach, Scott T. Smith, Tao Yu, Ahmed Mostafa
Summary: The study shows that FRP-confined multi-tube concrete columns exhibit excellent structural behavior under different parameters, with internal steel tubes outperforming aluminum tubes, and basalt FRP and GFRP jackets having similar effects. Increasing FRP thickness improves the ultimate strength of the column.
COMPOSITE STRUCTURES
(2022)
Article
Engineering, Civil
Bing Zhang, Yutao Peng, Yuhang Gao, Yanlei Wang, Guipeng Chen, Chong Zhou, Ningyuan Zhang
Summary: Double-skin tubular columns (DSTCs) with an elliptical section (E-DSTCs) are a novel structural member for harsh environments. Experimental results showed that E-DSTCs had rounded hysteresis loops and remarkable ductility, with the ductility index increasing monotonically with the elliptical aspect ratio. A numerical column model was established to simulate the hysteretic behavior of E-DSTCs and a parametric study was conducted. In practical engineering design, optimizing the elliptical aspect ratio and key parameters, as well as optimizing the FRP tube thickness for different height regions of the column, were recommended.
ENGINEERING STRUCTURES
(2023)
Article
Engineering, Civil
Kuang-Yu Dai, Xiao-Hui Yu, Kai Qian, Dai-Yu Wang
Summary: This study collected extensive test data and established a database to evaluate the deformation capacity of FRP retrofitted corroded columns for determining their compliance with safety requirements. By developing empirical prediction models, the yield and ultimate rotation angles of FRP retrofitted corroded columns were successfully predicted. The accuracy of these models has been validated.
ENGINEERING STRUCTURES
(2022)
Article
Mechanics
Shu Fang, Lijuan Li, Zhenpeng Luo, Zhuangcheng Fang, Dongchao Huang, Feng Liu, Hongliang Wang, Zhe Xiong
Summary: This paper presents a study on a novel type of concrete structure, square columns reinforced with hybrid fibre-reinforced polymer-steel bars (HFSBs). Experimental results showed that the use of seawater sea-sand concrete (SSC) had minimal influence on the short-term structural performance, while the introduction of longitudinal HFSBs provided damage controllability, especially under cyclic loading. Additionally, repeated loading/reloading cycles had cumulative impacts on the plastic deformation and load degradation of the square columns, but had little effect on cyclic envelope behaviors. A design-oriented load-strain model for predicting the monotonic and cyclic axial responses of the square columns with longitudinal HFSBs was proposed.
COMPOSITE STRUCTURES
(2023)