Article
Construction & Building Technology
Hussein M. Elsanadedy
Summary: The research aims to increase the progressive collapse robustness of precast buildings by revising existing precast simple shear beam-column connections and developing new precast moment connections. The study recommends the newly developed precast moment connection with the highest rotational ductility to diminish the potential of progressive collapse in precast concrete buildings.
JOURNAL OF BUILDING ENGINEERING
(2021)
Article
Engineering, Civil
Xu Long, Shan Wang, Xian-Jun Huang, Chao Li, Shao-Bo Kang
Summary: This paper investigated the progressive collapse resistance of exterior reinforced concrete frames under middle column removal scenarios and proposed a simplified method based on moment capacity of column sections. The load capacity of frames highly depends on the moment capacity of column sections, and the proposed method can predict the load capacity and tension force in beams with reasonably good accuracy.
ENGINEERING STRUCTURES
(2021)
Article
Engineering, Civil
Mohammed Alrubaidi, Husain Abbas, Hussein Elsanadedy, Tarek Almusallam, Rizwan Iqbal, Yousef Al-Salloum
Summary: This study aims to investigate efficient strengthening schemes for simple shear beam-column connections in order to minimize the risk of collapse in the incidence of sudden column loss. The efficacy of the strengthening schemes was evaluated through experiments and numerical simulations.
ENGINEERING STRUCTURES
(2022)
Article
Construction & Building Technology
Yintong Bao, Kang Hai Tan
Summary: Structural collapse events induced by extreme loads have attracted the attention of building regulatory institutions worldwide. This study investigates the behavior of precast concrete beam-column joints under collapse scenarios, comparing wet joints with dry joints. The wet joint showed good moment and deformation capacities, while the dry joints had limited ductility and could not develop catenary action at large deformations.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Engineering, Civil
Yao Yao, Huiyun Zhang, Yan Fei Zhu, Yufei Liu
Summary: In this study, 3D finite element models were developed to investigate the impact of high temperatures on the collapse resisting mechanisms of RC beam-column connections. The behavior of RC connections at elevated temperatures was described using temperature-dependent material properties and failure criteria. Analytical and numerical analyses were conducted to study the effects of various factors on the load capacity of RC connections under fire conditions. The proposed numerical model was validated using experimental data, and the findings provide valuable insights for the design of RC structures under fire conditions.
Article
Engineering, Civil
Yao Yao, Huiyun Zhang, Yan Fei Zhu, Yufei Liu
Summary: In this study, 3D finite element models were developed to investigate the effect of high temperatures on the collapse resisting mechanisms of reinforced concrete beam-column connections. The models incorporated temperature-dependent thermal and mechanical properties and were validated against experimental data. The study analyzed the load capacity of the connections under fire conditions and investigated the impact of various factors on the collapse resisting mechanisms. The results showed that the recommended failure criteria for collapse identification of RC structures under fire conditions were conservative.
Article
Construction & Building Technology
Zhaochang Zhang, Zhuo Xi, Weihong Qin
Summary: This study proposes an evaluation method to distinguish the types of structural anti-progressive collapse performance, and applies it to 75 existing beam-column structures to reveal potential catenary action. An innovative tension-bending catenary (TBC) model is proposed to predict the catenary peak capacity, displacement, and horizontal resultant force. Parametric analysis shows that the catenary capacity is positively correlated with the beam top longitudinal reinforcements. Practical anti-progressive collapse strategies are summarized and proposed.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Engineering, Civil
Xing-Ju Yang, Feng Lin, Xiang-Lin Gu
Summary: This study presents a novel method using kinked steel plates (KPs) to improve the progressive collapse resistance of reinforced concrete (RC) frame structures. Experimental and finite element analysis results show that this method can significantly increase the structural resistance and reveal its mechanism.
ENGINEERING STRUCTURES
(2023)
Article
Construction & Building Technology
Hussein Elsanadedy, Mohammed Alrubaidi, Husain Abbas, Tarek Almusallam, Yousef Al-Salloum
Summary: This research experimentally investigated the risk of progressive collapse of 2D and 3D single story steel frame assemblies with shear beam-column connections under middle column loss event. The study validated the 3D finite element analysis and compared the behavior of different joints in terms of failure modes and load versus displacement characteristics. The findings provide insights into the progressive collapse risk of steel frame assemblies with different connections.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
(2021)
Article
Construction & Building Technology
Hussein M. Elsanadedy, Yousef A. Al-Salloum, Mohammed A. Alrubaidi, Tarek H. Almusallam, Nadeem A. Siddiqui, Husain Abbas
Summary: This study investigates the efficacy of a hybrid strengthening technique using NSM steel rebars and FRP sheets to prevent or diminish the risk of progressive collapse in precast RC beam-column joints. The technique significantly enhances the peak load and dissipated energy of the upgraded specimen. Three-dimensional FE models with rate-dependent material nonlinearity and bond behavior at FRP-to-concrete interface were developed, showing good agreement with experimental results. The validated FE models were used for parametric studies to investigate the impact of different strengthening parameters on the behavior of test specimens.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Engineering, Civil
Mohammed Alrubaidi, S. A. Alhammadi
Summary: This study investigates the effectiveness of masonry infill walls on steel frames with different beam-column connections under progressive collapse. The findings show that infill walls considerably improve the steel building's structural strength and energy dissipation against progressive collapse.
Article
Construction & Building Technology
Zhiqiang Wu, Zhijun Xu, Huiyun Qiao, Yu Chen, Long Chen, Weiyu Chen
Summary: A new type of joint with Z-type cantilever beam splices was proposed for assembled steel frame structures. The effects of reducing beam section and beam web on the anti-progressive collapse performance of assembled steel frame joints were studied. The test results showed that the Z-RBS specimen had the best performance. Increasing the distance from the cantilever beam splices to the middle column and reducing the bolt aperture improved the bearing capacity and ductility of the structure.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
(2022)
Article
Construction & Building Technology
Zhihui Li, Zhan Guo, Zhiquan Xing, Yu Chen, Long Chen, Bin Zhu
Summary: This study investigates the progressive collapse resistance of beam-column joints after high-temperature treatment through static tests. The results show that at the same duration time and different high temperatures, higher temperatures result in smaller maximum vertical load, joint rotation angle, axial force, and bending moment. The duration time has little effect on the mechanical properties of the specimen. The finite element model is verified with the test results and used for parametric analysis on the influence of hole spacing and hole diameter on the specimen's progressive collapse resistance after high temperature.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
(2022)
Article
Construction & Building Technology
Xian Rong, Xiuchen Xu, Yansheng Du
Summary: The study focuses on the significance of beam-to-column connection configurations in structural resistance and ductility under middle column-removal scenarios. Through full-scale laboratory tests on two steel frame assemblies with different connection details, it is found that the use of enhanced bolted connection details can improve the vertical load capacity.
ADVANCES IN STRUCTURAL ENGINEERING
(2021)
Article
Construction & Building Technology
Yuan Huang, Yuxuan Tao, Weijian Yi, Yun Zhou, Lu Deng
Summary: The study investigated the compressive arch action (CAA) of prestressed concrete beam-column assemblies and proposed a model to evaluate the CAA. Different layouts of prestressed tendons and other parameters were found to significantly affect the CAA of BPC assemblies.
JOURNAL OF BUILDING ENGINEERING
(2021)
Article
Engineering, Civil
Dong Zhang, Kang Hai Tan
Summary: The combination of PP fibers and large-sized FA can enhance the spalling resistance of UHPC at high temperatures and reduce the required PP fiber content. However, the negative effects of steel fibers and large-sized FA on mechanical properties can decrease the overall performance of UHPC.
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING
(2022)
Article
Construction & Building Technology
Hanjie Qian, Ye Li, Jianfei Yang, Lihua Xie, Kang Hai Tan
Summary: This study analyzed the microstructure of concrete using a deep-learning framework and transfer learning technology, achieving a high accuracy of 94%; critical features influencing classification were identified through visualization of the CNN model.
CEMENT & CONCRETE COMPOSITES
(2022)
Article
Construction & Building Technology
Changjiang Liu, Xiaochuan Hunag, Yu-You Wu, Xiaowei Deng, Zhoulian Zheng, Bo Yang
Summary: This study investigates the improvement of steel fiber reinforced concrete (SFRC) performance by adding varying amounts of graphene oxide (GO). The results show that GO has a significant enhancing effect on the mechanical and durability properties of SFRC, with an increase in compressive strength, flexural strength, and splitting tensile strength by 20.1%, 29.5%, and 26.2% respectively compared to the reference group. Additionally, the addition of GO reduces chloride ion penetration depth by up to 56.8%, and the mass loss and relative dynamic modulus loss after 100 freeze-thaw cycles are significantly lower compared to the reference group.
CEMENT & CONCRETE COMPOSITES
(2022)
Article
Construction & Building Technology
Tanvir Ahmed, Mohamed Elchalakani, Ali Karrech, Riyadh Al-Ameri, Bo Yang
Summary: Cementitious mix with very-low-tricalcium aluminate (C3A) cement as the binder can achieve good mechanical performance and flowability. However, its chloride penetration resistance in marine environment is not as good as moderate-C3A cement. Therefore, the addition of supplementary binders can improve the chloride penetration resistance and mechanical properties of low-tricalcium aluminate cement.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Engineering, Civil
Kang Chen, Da-Ming Wang, Bo Yang, Xuchuan Lin, Mohamed Elchalakani
Summary: This study conducted finite element simulation to investigate the resistance of composite beams subjected to falling-debris impact. The results indicated that increasing the impact velocity can enhance the structural resistance, and modifying certain design parameters can improve the impact resistance.
ENGINEERING STRUCTURES
(2022)
Article
Environmental Sciences
Hongyu Ran, Mohamed Elchalakani, Yuxia Guo, Guorui Feng, Bo Yang
Summary: This study investigates the effects of width-height ratio and strength ratio on the mechanical characteristics of cemented gangue backfill pier-column (CGBP). Experimental and numerical simulation results reveal that the width-height ratio, curing age, and strength ratio significantly influence the strength and ductility of CGBP. The end friction constraint plays a crucial role in the width-height ratio effect, and the combination strength is mainly controlled by the weak carrier. The results provide valuable insights for the design of CGBP in backfill mining operations.
ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH
(2023)
Article
Construction & Building Technology
Junhong Dong, Mohamed Elchalakani, Dan Li, Gang Xion, Bo Yang
Summary: This paper investigates the effect of strain rate on the hardening behavior and ductile fracture of high-strength steel Q690, and develops a novel dynamic isotropic hardening law.
JOURNAL OF STRUCTURAL ENGINEERING
(2022)
Article
Construction & Building Technology
Bo Yang, Kang Chen, Da-Ming Wang, Mohamed Elchalakani
Summary: The performance of an immediate frame span subjected to a falling-debris-impact scenario is crucial for investigating the spread of initial damage during a progressive collapse event. Experimental studies reveal that flexural action and catenary action are key factors in resisting impact loads, and the reversed channel connection exhibits the best impact resistance.
JOURNAL OF STRUCTURAL ENGINEERING
(2022)
Article
Construction & Building Technology
Su Wang, Jacob Lok Guan Lim, Kang Hai Tan
Summary: This study evaluates the potential use of a new foam concrete design for structural applications, showing that LCC with higher density has greater strength development. By incorporating carbon nanofibers, the new foam concrete exhibits excellent performance in both short-term and long-term properties.
MATERIALS AND STRUCTURES
(2022)
Article
Construction & Building Technology
Huiyuan Liu, Mohamed Elchalakani, Mohamed Ali Sadakkathulla, Sherif Yehia, Thong M. Pham, Bo Yang
Summary: A new high-strength all-lightweight self-compacting concrete (HALSCC) was developed with a density less than 1760 kg/m(3) and a compressive strength of more than 40 MPa. The effects of different parameters such as pretreatment methods, binders, type of aggregates, and hybrid steel fibers on the properties of HALSCC were investigated. The experimental results showed that the compressive strength of HALSCC could be improved by adopting binder pretreatment method, incorporating stalite, and using hybrid steel fibers.
STRUCTURAL CONCRETE
(2022)
Article
Construction & Building Technology
Hanjie Qian, Ye Li, Jianfei Yang, Lihua Xie, Kang Hai Tan
Summary: In this paper, an automatic segmentation framework is proposed for the analysis of concrete micro structure using scanning electron microscopy (SEM) images. The PointRend algorithm is optimized to improve prediction accuracy, especially around boundaries. The results show that the proposed algorithm outperforms other segmentation methods.
CEMENT & CONCRETE COMPOSITES
(2023)
Article
Engineering, Mechanical
Thumitha Mandula Higgoda, Mohamed Elchalakani, Adam Wittek, Mehrdad Kimiaei, Bo Yang
Summary: Finite element method was used to study the failure of member connections in GFRP multiplanar truss bridges. The adhesive failure of the brace was found to occur progressively around its perimeter, with GFRP laminate failure observed after adhesive bond failure. The failure sequence of the GFRP laminate and adhesive bonding was dependent on the brace wall thickness. The predicted fiber tensile rupture of the GFRP laminate was greater for cement mortar grouted GFRP rods than non-GFRP grouted rods.
ENGINEERING FAILURE ANALYSIS
(2022)
Article
Construction & Building Technology
Huy Tang Bui, Koichi Maekawa, Kang Hai Tan
Summary: This paper presents an experimental study on the microcell and macrocell corrosion kinetics of steel bars in reinforced concrete slabs under three different corrosive environments and configurations of uncorroded/corroded steel bars. The combined effects of chloride contamination and carbonation were found to induce higher corrosion rates compared to individual causes. It was also observed that when corroded steel bars were in contact, both microcell and macrocell corrosion rates increased.
CEMENT & CONCRETE COMPOSITES
(2023)
Article
Construction & Building Technology
Kang Chen, Bo Yang
Summary: This paper presents a component-based modeling approach for studying bare steel and composite beam-column joints under quasi-static and impact loads. The approach involves discretizing the joints into individual springs made up of different components, determining the mechanical properties and failure criteria of the springs based on the materials and geometry of the components, and assembling the springs together to build component-based models. The models were validated against test results and successfully captured the structural behavior of the joints under both loading scenarios. Assumptions and limitations of the proposed modeling approach are also discussed.
JOURNAL OF STRUCTURAL ENGINEERING
(2023)
Article
Engineering, Civil
Shu-Chao Lin, Zhi-Qiang Hu, Jian-Qiang Han, Bo Yang, Mohamed Elchalakani
Summary: A comprehensive finite element model of TNT-air-column is established in LS-DYNA software to explore the damage and failure time of reinforced concrete columns in an explosion. The model takes into account advanced numerical simulation technologies and the strain rate effects of concrete and steel materials. The model is validated using explosion tests on scale models and comparing the results with experimental data. The study investigates the failure process, mode, and criterion of the reinforced concrete column under blast load and proposes a new method to estimate the failure time.
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)