Article
Engineering, Civil
Jinjin Xu, Zhimin Wu, Qi Cao, Rena C. Yu
Summary: Replacing GFRP bars with SS bars in concrete columns can effectively solve corrosion problems in harsh environments. The research studied the eccentric compression behavior of SSC columns reinforced with GFRP and SS bars and analyzed the effect of reinforcement stiffness on the N-M interaction diagrams. The results showed that replacing GFRP bars with SS bars improved the ductility of the columns, and the failure mode was influenced by the axial stiffness of the reinforcement.
ENGINEERING STRUCTURES
(2023)
Article
Construction & Building Technology
Liaqat Ali, Mohamed Hechmi El Ouni, Ali Raza
Summary: This study investigated the performance of GFRP-RC columns and SPMC columns under different loading eccentricities, comparing their axial compressive efficiency, failure modes, and axial shortening. The results showed that GFRP-RC columns exhibited higher ductility, while SPMC columns had higher axial strength.
JOURNAL OF BUILDING ENGINEERING
(2021)
Article
Mechanics
Dongming Huang, Zhenzhen Liu, Peng Liu, Yiyan Lu, Shan Li
Summary: This paper investigates the performance of steel fiber reinforced recycled concrete-filled GFRP tube columns, and proposes formulas for calculating the bias bearing capacity and mid-span bending moment.
COMPOSITE STRUCTURES
(2022)
Article
Mechanics
Xiaoyong Zhang, Wenyuan Kong, Yao Zhu, Yu Chen
Summary: This study investigates the behavior of circular winding concrete filled GFRP tubular columns with various inner section shapes. Through axial compression tests and numerical analysis, different parameters of columns were tested and analyzed. The failure mode, ultimate capacity, ductility, and stiffness of the columns were analyzed, and a calculation formula was proposed to predict the ultimate capacity of different section GFRP profile strengthening concrete-filled GFRP tubular columns. The formula was validated using a finite element model.
COMPOSITE STRUCTURES
(2022)
Article
Construction & Building Technology
Arash Karimi Pour, Amir Shirkhani, Mehmet Serkan Kirgiz, Ehsan Noroozinejad Farsangi
Summary: Reducing waste and using recycled materials and glass fiber-reinforced polymer rebars in concrete construction can help conserve natural resources. This study evaluates the impact of using recycled coarse aggregates on the structural performance of reinforced concrete columns reinforced with GFRP rebars under different loading conditions.
STRUCTURAL CONCRETE
(2023)
Article
Construction & Building Technology
Arash Karimi Pour, Amir Shirkhani, Mehmet Serkan Kirgiz, Ehsan Noroozinejad Farsangi
Summary: This study aims to investigate the influence of recycled coarse aggregates (RCA) on the structural performance of GFRP-reinforced concrete columns. The results showed that incorporating RCA can improve the axial resistance of the columns, especially when the stirrup spacing is smaller.
STRUCTURAL CONCRETE
(2023)
Article
Multidisciplinary Sciences
Xue Li, Lian-guang Wang, Hai-yang Gao, Ni Zhang
Summary: This study investigates the mechanical performance of GFRP-concrete-steel double-skin tubular columns under eccentric compression load with a specific splice method, showing ductile failure and prevention of joint failure with arranged connection steel cage. The proposed splice method satisfies strength requirements and can increase ultimate load by more than 20%, while the increase of load eccentricity and hollow ratio decreases ultimate load, initial stiffness, and ductility of the column. The experimental verification of the theoretical calculation method demonstrates its accuracy in predicting the bearing capacity of the splicing DSTCs.
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING
(2022)
Article
Mechanics
Hafiz Muhammad Usman Aslam, Qaiser Uz Zaman Khan, Abdul Sami, Ali Raza
Summary: This study investigated the axial compressive behavior of damaged GFRP reinforced columns confined with CFRP sheet. The results showed that externally bonded CFRP technique significantly improves the ultimate axial strength and displacement capacities of damaged GFRP reinforced columns.
COMPOSITE STRUCTURES
(2021)
Article
Chemistry, Physical
Feiyan Zhang, Xiang Liu, Fang-Wen Ge, Chenxing Cui
Summary: Ductility-based structural design is currently the mainstream method. Corresponding experimental studies have been performed to analyze the ductility performance of concrete columns with high-strength steel reinforcements under eccentric compression. Numerical models were established and verified, and a parameter analysis was conducted to systematically discuss the ductility of the concrete column section. The results show that the ductility of the section increases with the strength of the concrete and eccentricity, and decreases with the reinforcement ratio. A simplified calculation formula capable of quantitatively evaluating the section ductility was proposed.
Article
Mechanics
Xiaoyong Zhang, Yu Chen, Mengya Ye
Summary: This paper investigated the behavior of columns strengthened with CFRP sheet using 108 square pultruded concrete filled GFRP tube columns. It was found that CFRP sheet effectively confined cracks in the GFRP tube and significantly increased the ultimate bearing capacity of the columns. The ductility coefficient and initial stiffness of the columns were greatly improved by the strengthening effect of CFRP sheet. Additionally, an accurate calculated formula was proposed to predict the ultimate bearing capacity of square pultruded CFGT columns strengthened with CFRP sheet, showing good agreement with test results.
COMPOSITE STRUCTURES
(2021)
Article
Engineering, Civil
Ali Raza, Qaiser uz Zaman Khan, Afaq Ahmad
Summary: The study compared the structural performance of GFRP-reinforced concrete columns and steel-reinforced concrete columns with hybrid fibers under concentric and eccentric loading, finding that GHC columns exhibited higher ductility and similar ultimate bearing capacity compared to SHC columns.
ENGINEERING STRUCTURES
(2021)
Article
Construction & Building Technology
Fubin Zhang, Zheng Hu, Jianzhuang Xiao, Shaofeng Xie, Bing Zhang, Hai Fang
Summary: This paper proposed a novel GFRP-recycled concrete-steel multitube concrete column (RAMTCC), which consisted of an external circular GFRP tube, a group of small internal steel tubes, and recycled aggregate concrete filling. The mechanical behavior of the specimens under uniaxial compressive test was investigated, and test results showed that the replacement ratio of RCAs had no significant impact on the failure mode and ultimate load bearing capacity but noticeable adverse effect on the stiffness of RA-MTCCs. The analytical model considering the replacement ratio of RCAs accurately predicted the stress-strain response of RA-MTCCs.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Engineering, Civil
Girish Narayan Prajapati, Ahmed Sabry Farghaly, Brahim Benmokrane
Summary: This paper reports the comparative results of an experimental study on concrete columns reinforced with glass fiber-reinforced polymer (GFRP) bars and hybrid reinforcement. The results show that the type of longitudinal reinforcement significantly affects column performance in terms of seismic parameters such as ductility and energy dissipation. The hybrid-reinforced concrete columns exhibited superior ductility and dissipated more energy than the GFRP-reinforced concrete columns.
ENGINEERING STRUCTURES
(2022)
Article
Engineering, Civil
Mohammad Alhamaydeh, Yousef Awera, Mohamed Elkafrawy
Summary: This study experimentally investigates the axial compressive behavior of green concrete columns made with ground granulated blast-furnace slag (GGBS) and reinforced with steel and glass fiber reinforced polymer (GFRP) bars. The results show that the strength of hybrid-reinforced columns is reduced due to the slenderness effects, and current codes and standards underestimate their strength. Further research is needed to refine the proposed correction factor.
JOURNAL OF COMPOSITES FOR CONSTRUCTION
(2023)
Article
Engineering, Civil
Zahra Kharal, Jordan K. Carrette, Shamim A. Sheikh
Summary: This study evaluates the seismic response of large circular concrete columns internally confined with GFRP spirals. The GFRP spirals were found to provide effective confinement to the concrete core, with increasing confining pressure as deformations increased. All columns met the ductility requirements of North American codes.
JOURNAL OF COMPOSITES FOR CONSTRUCTION
(2021)
Article
Construction & Building Technology
Xuefei Wang, Chi Cheng, Jiale Li, Jianmin Zhang, Guowei Ma, Jinzhao Jin
Summary: This paper presents a monitoring and evaluation method based on intelligent compaction (IC) and artificial neural networks (ANNs) to assess the compaction quality of a highway subgrade. Field compaction tests were conducted at various roller speeds and vibratory modes, and a particle-swarm-optimization optimized back-propagation neural network (PSO-BP-NN) model was used to predict the compactness. The integrated model demonstrated high prediction accuracy and can be applied for engineering practice and facilitate IC applications.
AUTOMATION IN CONSTRUCTION
(2023)
Review
Construction & Building Technology
M. EL Afandi, S. Yehia, T. Landolsi, N. Qaddoumi, M. Elchalakani
Summary: This paper provides an extensive review on the bond strength between concrete layers, discussing major factors affecting the bond strength and presenting common test methods and code recommendations.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Engineering, Manufacturing
Gang Bai, Li Wang, Fang Wang, Guowei Ma
Summary: 3D printed ultra-high performance concrete (3DP-UHPC) can be used to reinforce 3D printed concrete (3DP-C) and improve its load-bearing capacity. However, the lack of printing synergism between 3DP-C and 3DP-UHPC may result in heterogeneity and reduce the overall mechanical strength of the structure. To address this issue, the study suggests using nominal proceeding error (NPE) and co-printing factor (CF) as indicators to characterize the manufacturing precision of the reinforcement method. The study also provides a new concept and assessment method for simultaneous printing of 3DP-UHPC.
ADDITIVE MANUFACTURING
(2023)
Article
Engineering, Manufacturing
Lingwei Xia, Minghao Bi, Jie Wu, Fang Wang, Li Wang, Yi Min Xie, Guowei Ma
Summary: This study proposes an integrated design method, which discretizes the design domain into a coarse mesh and connects its nodes to generate beam elements. A barrier function algorithm is introduced to find the optimum structural layout with minimum compliance. The design domain is filled by a globally continuous path to optimize the printing process. Various cases and experimental results validate the feasibility of the proposed algorithm. This research paves a new way for lightweight structural design with high printability and mechanical performance.
ADDITIVE MANUFACTURING
(2023)
Article
Mechanics
Le Shen, Bo Yang, Miao Ding, Chen Feng, Dongfang Wang, Minghui Liu, Mohamed Elchalakani
Summary: In this paper, the authors conducted sixteen axial compressive tests on hexagonal ultra-high performance concrete-filled steel tubular stub columns. They studied the parameters including cross-sections, section width, steel tube thickness, and hollow ratio. Based on the experimental results, they discussed the failure modes, axial load-shortening curves, composite strength, and ductility coefficient of the column. The authors developed a fiber-beam model to simulate the mechanical response of these columns and proposed a new method for predicting capacity, which showed a good agreement with the test/numerical results and can provide a reference for engineering design.
COMPOSITE STRUCTURES
(2023)
Article
Construction & Building Technology
Xiaofei Yao, Xin Lyu, Junbo Sun, Bolin Wang, Yufei Wang, Min Yang, Yao Wei, Mohamed Elchalakani, Danqi Li, Xiangyu Wang
Summary: This study investigates the influence of steam curing conditions on the mechanical performance of 3D printing concrete materials at different curing ages. The best steam curing conditions for compressive characteristics are established and the anisotropy of mechanical properties are studied. The study contributes to the research on the influence of steam curing conditions on printed components.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Construction & Building Technology
Hongyu Ran, Mohamed Elchalakani, Farid Boussaid, Sherif Yehia, Mohamed Ali Sadakkathulla, Bo Yang
Summary: This study aims to develop long carbon fibre (LCF) reinforced ultra-lightweight cementitious composites (ULCC) to address the issues of stability in electrical conductivity and lightweight requirement. The results showed that LCF can remove the polarization effect and maintain the stability of electrical conductivity of LCF-ULCC under different environments.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Engineering, Mechanical
Kaizhong Xie, Xiao Guo, Dong Liang, Yue Qin, Yong Wei, Yiming Zhou, Mohamed Elchalakani
Summary: With the rapid development of CFST arch bridges, stability problems, especially dynamic stability, have emerged due to the increasing width-span and width-to-height ratios. This paper proposes a new criterion for CFST arch dynamic instability based on the difference in spatial curvature using changes in fiber strains. The proposed method quantifies critical load and has easy-to-measure parameters, making it suitable for engineering applications. Experimental validation shows consistency with existing criteria, such as B-R and energy criteria.
ENGINEERING FAILURE ANALYSIS
(2023)
Article
Green & Sustainable Science & Technology
Ruo-Chen Zhang, Li Wang, Xuan Xue, Guo-Wei Ma
Summary: Three-dimensional concrete printing (3DCP) is an advantageous construction method in harsh environments, such as deserts. This study conducted a life cycle assessment to determine the environmental impact profile of 3DCP in desert areas. The comparison results show that 3DCP is more sustainable with lower environmental impacts compared to conventional construction methods.
JOURNAL OF CLEANER PRODUCTION
(2023)
Article
Engineering, Civil
Chunlei Ma, Yun Chen, Xiaoliang Tong, Guowei Ma
Summary: A piecewise equivalent model is developed to characterize the relationship between primary and secondary roughness and flow rate inside the fracture, setting the fractal dimension 2.0 as the piecewise point. The rough-walled fracture influenced by the primary and secondary roughness is quantitatively evaluated based on the wavelet transform and the power spectrum method. Secondary roughness greatly enhances flow non-linearity when the fracture fractal dimension exceeds 2.0, while it has little effect on non-linear flow behavior with the fracture fractal dimension less than 2.0.
JOURNAL OF HYDROLOGY
(2023)
Article
Environmental Sciences
Feng-yu Jiao, Hui-dong Wang, Tuo Li, Yun Chen, Guo-wei Ma
Summary: Reliable estimation of deformation and failure behaviors of fractured rock mass is crucial for practical engineering design. This study proposes a multi-domain equivalent method that combines the advantages of the discrete fracture network model and the equivalent continuum model to accurately capture the characteristics of discontinuities while reducing computational intensity. Through exemplification with different geometric configurations of randomly generated artificial discrete fracture networks, the reliability of this method is evaluated and its high computational efficiency is demonstrated.
JOURNAL OF MOUNTAIN SCIENCE
(2023)
Article
Engineering, Civil
Thumitha Mandula Higgoda, Mohamed Elchalakani, Mehrdad Kimiaei, Bo Yang, Xiao Guo
Summary: Uniplanar T-joints made from pultruded glass-fibre reinforced polymer (GFRP) circular tubular sections (CHS) with innovative reinforcements, such as carbon-fibre laminates (CFRP) and concrete-filled GFRP rods, showed superior strength and ductility compared to T-joints without any connection reinforcements. The use of CFRP wrapping and concrete filling led to significant increases in strength and ductility. Design equations and analytical formulations were developed and compared with experimental results. These novel connections are recommended for offshore tubular structures.
THIN-WALLED STRUCTURES
(2023)
Article
Engineering, Civil
Thumitha Mandula Higgoda, Mohamed Elchalakani, Mehrdad Kimiaei, Xiao Guo
Summary: This paper presents an experimental and numerical investigation on bolted steel endplates with bonded sleeve connections for connecting pultruded GFRP circular tubular beams. The moment-rotational responses were studied in terms of initial rotational stiffness, moment capacity, and rotation capacity. The effect of endplate thickness and bonded sleeve length was also examined. The failure modes include bending and yielding of thinner endplates, as well as splitting failure in the bonded GFRP beam region for thicker endplates with low bonded sleeve lengths.
THIN-WALLED STRUCTURES
(2023)
Article
Construction & Building Technology
Yaoyao Wu, Yanru Wang, Xiongfei Liu, Guowei Ma
Summary: This paper systematically explores the combined effects of different metasurface and layered structures on electromagnetic wave absorption performance of geopolymer material. Gradient layers are used to optimize the impedance matching, while metasurface with periodic pyramidal or cuboid elements further improves the absorption performance. COMSOL simulations verify the effectiveness of the integrated design method.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Energy & Fuels
Hao Gao, Longbang Qing, Guowei Ma, Decheng Zhang
Summary: Grouting is an important method for preventing subsurface water seepage in rock fractures during oil and gas extraction. This study employed a modified Bingham model to characterize the time-varying viscosity of grout and used the level set method to investigate the two-phase flows and the dynamic evolution of the interface. The results showed that factors such as contact ratio, grouting pressure, grouting hole diameter, and water velocity significantly influenced the spread and sealing efficiency of the grout.
GEOENERGY SCIENCE AND ENGINEERING
(2023)
Article
Engineering, Civil
Renbing An, Jiacong Yuan, Yi Pan, Duhang Yi
Summary: Traditional timber structures built on sloped land are more susceptible to seismic damage compared to structures built on flat land. The upper portion of the structure is found to be the weak point on sloped land, with potential issues such as tenon failure and column foot sliding.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Elyas Bayat, Federica Tubino
Summary: The current design guidelines for assessing floor vibration performance do not consider the influence of variability in the walking path on the dynamic response of floors. This study investigates the dynamic response of floors under a single pedestrian walking load, taking into account the randomness of the walking path and load. The effectiveness of the current guidelines in predicting floor response is critically assessed.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Gao Ma, Chunxu Hou, Hyeon-Jong Hwang, Linghui Chen, Zhenhao Zhang
Summary: Minimizing earthquake damage and improving repair efficiency are the main principles of resilient structures. This study proposed a repairable column with UHPC segments and replaceable energy dissipaters. The test results showed that the columns with UHPC segments and replaceable dissipaters exhibited high strength, deformation capacity, and energy dissipation.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Kartheek S. M. Sonti, Pavan Kumar Penumakala, Suresh Kumar Reddy Narala, S. Vincent
Summary: In this study, the compressive behavior of alumina hollow particles reinforced aluminum matrix syntactic foams (AMSF) was investigated using analytical, numerical, and experimental methods. The results showed that the FE solver ABAQUS could accurately predict the elastic and elastio-plastic behavior of AMSFs. The study also suggested that FE models have great potential in developing new materials and composites under compression loading.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Zheqi Peng, Xin Wang, Zhishen Wu
Summary: In this study, the statistical modeling of fiber-reinforced polymer (FRP) cables using the classic fiber bundle model is explored. The study considers important features of large-scale multi-tendon FRP cables, such as initial random slack and uneven tensile deformation among tendons. A parametric study and reliability analysis are conducted to predict the load-displacement relation and design thousand-meter-scale FRP cables. The study emphasizes the relation between the reliability index beta of the cable and the safety factor gamma of the FRP material.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Yanchao Shi, Shaozeng Liu, Ye Hu, Zhong-Xian Li, Yang Ding
Summary: This paper introduces a damage assessment method for reinforced concrete (RC) columns under blast loading, using modal parameter measurement as the evaluation index. The validity of the proposed method is validated through numerical and experimental analysis. The results show that this modal-based damage assessment method is applicable for non-destructive evaluation of blast-induced damage of RC columns.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Xiaolin Zou, Maosheng Gong, Zhanxuan Zuo, Qifang Liu
Summary: This paper proposes an efficient framework for assessing the collapse capacity of structures in earthquake engineering. The framework is based on an accurate equivalent single-degree-of-freedom (ESDOF) system, calibrated by a meta-heuristic optimization method. The proposed framework has been validated through case studies, confirming its accuracy and efficiency.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Jie Hu, Weiping Wen, Chenyu Zhang, Changhai Zhai, Shunshun Pei, Zhenghui Wang
Summary: A deep learning-based rapid peak seismic response prediction model is proposed for the most common two-story and three-span subway stations. The model predicts the peak seismic responses of subway stations using a data-driven approach and limited information, achieving good predictive performance and generalization ability, and demonstrating significantly higher computational efficiency compared to numerical simulation methods.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Jin Ho Lee, Jeong-Rae Cho
Summary: A simplified model is proposed to estimate the earthquake responses of a rectangular liquid storage tank considering the fluid-structure interactions. The complex three-dimensional structural behavior of the tank is represented by a combination of fundamental modes of a rectangular-ring-shaped frame structure and a cantilever beam. The system's governing equation is derived, and earthquake responses such as deflection, hydrodynamic pressure, base shear, and overturning moment are obtained from the solution.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
W. J. Lewis, J. M. Russell, T. Q. Li
Summary: The work discusses the key features and advantages of optimal 2-pin arches shaped by statistically prevalent load and constant axial stress. It extends the design space of symmetric arches to cover asymmetric forms and provides minimum values of constant stress for form-finding of such arches made of different materials. The analysis shows that constant stress arches exhibit minimal stress response and have potential implications for sustainability and durability of future infrastructure.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Wen-ming Zhang, Han-xu Zou, Jia-qi Chang, Tian-cheng Liu
Summary: Saddle position is crucial in the construction and control of suspension bridges. This study proposes an analytical approach to estimate the saddle positions in the completed bridge state and discusses the calculation under different definitions. The relationship between the saddle position and the tower's centerline is analyzed, along with the eccentric compression of the tower. The feasibility of the proposed method is verified through a real-life suspension bridge.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Shaise K. John, Alessio Cascardi, Yashida Nadir
Summary: This study experimentally investigated the use of TRM material for reinforcing concrete columns. The results showed that increasing the number of textile layers effectively increased the axial strength. Additionally, the choice of fiber type and hybrid textile configuration also had a significant impact on strength improvement. A new design model that considers the effects of both the confining matrix and textile was proposed.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Chandrashekhar Lakavath, S. Suriya Prakash
Summary: This study experimentally investigated the shear behavior of post-tensioned UHPFRC girders, considering factors such as prestress level, fiber volume fraction, and types of steel fibers. The results showed that increasing prestress and fiber dosage could enhance the ultimate load-carrying capacity of the girders, reduce crack angle, and increase shear cracking load.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Vahid Goodarzimehr, Siamak Talatahari, Saeed Shojaee, Amir H. Gandomi
Summary: In this paper, an Improved Marine Predators Algorithm (IMPA) is proposed for size and shape optimization of truss structures subject to natural frequency constraints. The results indicate that IMPA performs better in solving these nonlinear structural optimization problems compared to other state-of-the-art algorithms.
ENGINEERING STRUCTURES
(2024)
Article
Engineering, Civil
Chun-Xu Qu, Jin-Zhao Jiang, Ting-Hua Yi, Hong-Nan Li
Summary: In this paper, a computer vision-based method is proposed to monitor the deformation and displacement of building structures by obtaining 3D coordinates of surface feature points. The method can acquire a large number of 3D coordinates in a noncontact form, improve the flexibility and density of measurement point layout, and is simple and cost-effective to operate.
ENGINEERING STRUCTURES
(2024)