YaBeSH Digital Library: Recent submissions
Now showing items 7621-7640 of 316660
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Novel Multiaction Model for Shear Strength Prediction of Reinforced Concrete Beams: Development and Application to Elements with FRP Bars and FRC
(American Society of Civil Engineers, 2025)The behavior of concrete structures subjected to shear forces involves the contribution of several shear force transfer actions, such as aggregate interlock, dowel action, concrete residual tensile along the fracture process ... -
Hygrothermal Aging of Pultruded Fiber–Polymer Composite with Predictions for Design Service Lives
(American Society of Civil Engineers, 2025)This study presents the findings from an in-depth study into the influence of hygrothermal aging on the material properties of a pultruded flat sheet composite composed of electrical-corrosion resistant (E-CR) glass fibers ... -
Interval Fields for Geotechnical Engineering Uncertainty Analysis under Limited Data
(American Society of Civil Engineers, 2025)Spatial uncertainty is a critical challenge in many engineering fields. To date, probabilistic methods have been applied to describe the uncertainty of engineering parameters with considerable achievements. However, they ... -
Experimental and Numerical Study of Concrete Columns Reinforced with BFRP and Steel Bars under Eccentric Loading
(American Society of Civil Engineers, 2025)There is a limited understanding of the behavior of hybrid reinforced concrete (hybrid-RC) columns, incorporating both fiber-reinforced polymer (FRP) and steel bars, when subjected to eccentric compression loads. In this ... -
Experimental Study on the Flexural Performance of GFRP-Reinforced Concrete Beams with a Prefabricated Permanent UHPC Formwork
(American Society of Civil Engineers, 2025)The flexural performance of concrete beams incorporating glass fiber–reinforced polymer (GFRP) bars and further strengthened by a prefabricated permanent ultrahigh-performance concrete (UHPC) formwork is investigated in ... -
Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures
(American Society of Civil Engineers, 2025)This paper presents the results of an experimental investigation into the time-dependent behavior of an E-glass/polyester pultruded fiber-reinforced polymer (FRP) material subjected to single pin–bearing loads. The ... -
Seismic Performance Assessment of GFRP-RC Circular Columns under High Torsion Combined with Bending and Shear Cyclic Loading
(American Society of Civil Engineers, 2025)This study presents the results of an investigation into the seismic performance of six large-scale concrete circular columns reinforced with glass fiber–reinforced polymer (GFRP) reinforcement. Among these columns, one ... -
Two-Way Shear Strength of GFRP-Reinforced Precast Concrete Box Culverts under Vertical Concentrated Loading
(American Society of Civil Engineers, 2025)The purpose of this study was to investigate the two-way shear strength of precast concrete box culverts reinforced with glass fiber–reinforced polymer (GFRP) bars. The investigations included testing four full-scale ... -
Pultruded Glass Fiber–Reinforced Polymer Composites under Eccentric Compression Loading
(American Society of Civil Engineers, 2025)Glass fiber–reinforced polymer (GFRP) composites have emerged as alternative materials for building applications, and one common loading scenario for GFRP members in building structures is eccentric compression. This ... -
Repurposing a Decommissioned Wind Turbine Blade for Bridge Construction: An Experimental Investigation
(American Society of Civil Engineers, 2025)In structural recycling of wind turbine blades, two options are often distinguished: reuse and repurpose. The latter was the main subject of the present research carried out by the authors in a research consortium with the ... -
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study
(American Society of Civil Engineers, 2025)The bolt axial force of high-strength bolted frictional glass fiber–reinforced polymer (GFRP) joints is reduced by the viscoelastic behavior of the GFRP matrix resin. In this study, the long-term relaxation characteristics ... -
Size Effects on Mode I and Mode II Fracture Behavior of FRP–Steel Bonded Interface: Experimental and Numerical Investigation
(American Society of Civil Engineers, 2025)Wrapped composite joints have emerged as a compelling alternative to traditional welding methods for fabricating steel circular hollow section (CHS) joints. These joints are distinguished by their superior performance in ... -
Shear Strengthening of RC Beams with U-Wrapped FRCM Composites: State of the Art and Assessment of Available Analytical Models
(American Society of Civil Engineers, 2025)Shear strengthening of existing reinforced concrete (RC) members with externally bonded (EB) fabric-reinforced cementitious matrix (FRCM) composites represents an attractive solution with respect to alternative strengthening ... -
Probabilistic Analysis of Performance of Three-Dimensional Supported Excavations Considering Soil Spatial Variability
(American Society of Civil Engineers, 2025)Supported excavation systems are common geotechnical structures and play a crucial role in satisfying increasing requirements for highly efficient usage of underground space with the trend of urbanization around the world. ... -
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form
(American Society of Civil Engineers, 2025)A full-scale deck slab (15,240 mm × 3,890 mm × 210 mm) supported by steel girders spaced at 3.05 m, including a 3,810 mm × 3,890 mm section incorporating a new design of glass fiber–reinforced polymer (GFRP) stay-in-place ... -
Assessment of the CFRP–Concrete Interface Integrity of Original Champlain Bridge Diaphragms through Nondestructive and Semidestructive Testing
(American Society of Civil Engineers, 2025)Externally bonded fiber-reinforced polymer (FRP) composites have been widely adopted for the rehabilitation of aging bridge infrastructure in recent decades. The major reasons for the utilization of these materials in ... -
Simulation of Bond Behavior of FRP–Concrete Joints Using the Lattice Discrete Particle Model
(American Society of Civil Engineers, 2025)The premature debonding phenomenon of fiber-reinforced polymer (FRP) composites, when externally applied to an RC structure, prevents this technology from fully exploiting its ability of increasing the strength of the ... -
Hybrid FRP–Concrete–Steel Double-Skin Tubular Columns: Creep Behavior and Compressive Behavior after Sustained Loading
(American Society of Civil Engineers, 2025)Hybrid fiber-reinforced polymer (FRP)–concrete–steel double-skin tubular columns (DSTCs), which consist of an inner steel and an outer FRP tube, with the space between the two tubes filled with concrete, are a promising ... -
Tension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air
(American Society of Civil Engineers, 2025)Fatigue resistance is a crucial aspect in the design of structural components subjected to cyclic loading. Due to the corrosion of steel reinforcement, glass fiber–reinforced polymer bars are increasingly being used in ... -
HangCon: Benchmark Data Set for Enhanced Detection of Hanging Objects in Construction Sites
(American Society of Civil Engineers, 2025)Lifting operations on construction sites pose significant safety risks due to the potential hazard of falling objects. Effective monitoring of hanging objects is crucial for preventing accidents and ensuring worker safety. ...