ASCE: Recent submissions
Now showing items 161-180 of 107386
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Unified Strength Model for FRP Anchors under Pullout and Concrete-Related Failure Modes
(American Society of Civil Engineers, 2026)Abstract Externally bonded fiber-reinforced polymer (FRP) systems effectively strengthen RC structures but are often limited by interfacial debonding. Fiber-reinforced polymer (FRP) anchors have emerged as a practical ... -
Behavior and Predictive Model of Large-Scale Externally Bonded FRP Strips Anchored to Reinforced Concrete Structures
(American Society of Civil Engineers, 2026)Abstract Fiber-reinforced polymer (FRP) anchors are known to enhance load transfer and prevent premature debonding in externally bonded fiber-reinforced polymer (EB-FRP) systems, yet experimental data and design guidelines ... -
Postheating Compressive Behavior of Carbon Fiber–Wrapped, Geopolymer Concrete–Filled GFRP Composite Tubes after Elevated-Temperature Exposure
(American Society of Civil Engineers, 2026)Abstract Glass fiber polymer–reinforced (GFRP) composite profiles offer advantages such as corrosion resistance and a favorable strength-to-weight ratio, but their limited ductility and poor fire resistance hinder broader ... -
Strength Model for FRP-Confined Concrete: Comprehensive Database and Reliability-Based Partial Factor Calibration
(American Society of Civil Engineers, 2026)Abstract Despite several formulations available to predict the compressive strength of fiber-reinforced polymer (FRP)–confined concrete columns, predictive models for cases with a rectangular cross section, high/ultrahigh-strength ... -
New Strategy for Corrosion Inhibition in RC Columns without Sacrificing Seismic Performance: CFRP Strips Acting as Stirrups and Anodes of ICCP
(American Society of Civil Engineers, 2026)Abstract This study proposes an innovative composite column, incorporating carbon fiber–reinforced polymer (CFRP) strips as transverse reinforcement and anodes in an impressed current cathodic protection (ICCP) system, ... -
Development of a Centralized Risk Register Framework for Enhancing Risk Management in Electric Power Transmission Projects in Developing Countries: The Case of Malaysia
(American Society of Civil Engineers, 2026)AbstractElectric power transmission (EPT) construction projects are inherently complex and high-risk, exposed to technical, economic, environmental, and external uncertainties that often lead to delays, cost overruns, ... -
Multiscale Insights into the Electrochemical and Mechanical Performance of CFRP Bars in a Real Concrete Environment under Anodic Polarization
(American Society of Civil Engineers, 2026)Abstract Impressed current cathodic protection (ICCP) is an effective method for mitigating steel corrosion. Carbon fiber–reinforced polymer (CFRP) bars offer dual functionality in ICCP-integrated concrete structures, ... -
Deformation Capacity Analysis of Large Rupture Strain FRP-Confined Concrete with Local Stress–Strain Effects
(American Society of Civil Engineers, 2026)Abstract Ultimate deformation capacity is a key indicator for assessing the failure state of structural members, marking the final failure of concrete. This study investigates the deformation behavior of large rupture ... -
Bond Strength of Staggered and Nonstaggered GFRP Lap-Spliced Bars in Normal and Fiber-Reinforced Concrete Beams
(American Society of Civil Engineers, 2026)Abstract This study evaluated the performance of glass fiber–reinforced polymer (GFRP) lap-spliced bars in concrete beams, focusing on the effects of splice configuration and the use of fiber-reinforced concrete using ... -
Innovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model
(American Society of Civil Engineers, 2026)Abstract A key limitation of commercial fabric-reinforced cementitious matrix (FRCM) systems is the tendency for the fabric mesh to slip within the cementitious matrix, which restricts the fabric’s contribution to the ... -
Experimental Evaluation and Strain-Based Design of Inclined FRP Anchors for RC T-Beam Flexural Strengthening
(American Society of Civil Engineers, 2026)Abstract The use of externally bonded fiber-reinforced polymer (FRP) composites to strengthen RC structures has gained wide adoption due to the favorable mechanical properties and corrosion resistance of FRP materials. A ... -
Influence of FRP Fan Anchors on the Tensile Capacity of Quadriaxial Fabrics
(American Society of Civil Engineers, 2026)Abstract Undesirable shear failures can be detrimental for the seismic performance of existing RC buildings, particularly at the beam–column joint (BCJ). Experimental tests and analytical studies demonstrated that ... -
Increasing Remaining Fatigue Life of Steel Plates Using Bonded Ultrahigh-Modulus CFRP Plates: The Effect of Cyclic History and Bond Length
(American Society of Civil Engineers, 2026)Abstract Fatigue cracking in steel structures poses a significant threat to their long-term performance and reduces their fatigue life. This study examines the effect of a repair intervention using ultrahigh-modulus carbon ... -
Axial Compressive Performance of Confined Concrete Columns Reinforced with FRP Grid Cage Stirrups
(American Society of Civil Engineers, 2026)Abstract Fiber-reinforced polymer (FRP)-reinforced concrete columns have gained interest for use in corrosive environments due to their high tensile strength and corrosion resistance. This study aims to improve the compressive ... -
Rapid Visualization of FRP–Concrete Interfacial Defects Using Scanning Array Infrared Thermography
(American Society of Civil Engineers, 2026)Abstract Externally bonded fiber-reinforced polymer (FRP) laminates are widely used to strengthen RC structures. However, interfacial defects at the FRP–concrete bonding layer can lead to reduction of strength. Therefore, ... -
In-Service Performance Deterioration Analysis of FRP-Reinforced Concrete Structures Exposed to Natural Marine Environments: A Theoretical Approach and Application
(American Society of Civil Engineers, 2026)Abstract This paper proposes a theoretical framework for analyzing the in-service performance degradation of fiber-reinforced polymer (FRP)–reinforced concrete structures exposed to natural marine environments, focusing ... -
Dynamic Characteristics of Typhoon-Induced Structural Vibration of a Long-Span Suspension Bridge Using Recurrence Quantification Analysis
(American Society of Civil Engineers, 2026)AbstractField monitoring of long-span bridges under typhoons is essential for safety assurance and wind-resistant design; however, their nonlinear and nonstationary dynamic characteristics remain insufficiently understood. ... -
Axial Compression Behavior of Square RC Columns Confined with Textile-Reinforced Ultrahigh-Toughness Cementitious Composite Jackets
(American Society of Civil Engineers, 2026)Abstract Textile-reinforced ultrahigh-toughness cementitious composite, referred to as TRU, is an innovative strengthening system that has superior crack resistance and durability compared with textile-reinforced mortar. ... -
Experimental and Analytical Investigation of the Pullout Behavior of FRP Bars in Engineered Timber
(American Society of Civil Engineers, 2026)Abstract Glued-in rods are commonly used to strengthen or connect timber elements. To date, there has been relatively little testing to quantify the pullout capacity of fiber-reinforced polymer (FRP) bars in timber. This ... -
Stress–Strain Behavior of FRP-Confined Concrete under Eccentric Loading
(American Society of Civil Engineers, 2025)Abstract Because of its complex cracking mechanisms and nonlinear behavior, concrete exhibits a distinctive stress–strain behavior under multiaxial stress conditions or varying load paths. However, for some scenarios, ...