YaBeSH Digital Library: Recent submissions
Now showing items 2361-2380 of 316660
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Exploring Concerns in Equity-Focused Career Goals among Humanitarian Engineering Students: Investigating the Influence of Graduate Education
(American Society of Civil Engineers, 2025)AbstractHumanitarian engineering (HE) graduate programs aim to improve environmental and social equity by training engineers to identify and rectify disparities in infrastructure services. While these programs help increase ... -
Methodology for Assessing the Employability Skills of Recent Engineering Graduates
(American Society of Civil Engineers, 2025)AbstractA methodology for assessing the outcomes of required employability skills among recent engineering graduates is crucial for any effective engineering degree program. In this context, this paper presents a methodology ... -
In Situ Deformation Behavior Monitoring and Analysis of the Short Suspenders of a Full-Scale Long-Span Suspension Bridge
(American Society of Civil Engineers, 2026)AbstractAs the main load-bearing and force-transmitting component of a suspension bridge, the service state of the suspenders directly affects the safety of the whole structure. Significantly affected by multiple factors ... -
Experimental Investigation of GFRP-RC Slender Circular Columns under Axial Loads with Various End Eccentricities
(American Society of Civil Engineers, 2026)Abstract This study investigates the structural performance of full-scale slender circular concrete columns reinforced with glass fiber–reinforced polymer (GFRP) bars and spirals under various eccentric loading scenarios. ... -
Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members
(American Society of Civil Engineers, 2026)Abstract First-generation structural design standards for pultruded glass fiber–reinforced polymer (GFRP) materials are now available in North America and Europe. The orthotropic nature of pultruded GFRP (pGFRP) makes it ... -
GFRP as Interface Shear Reinforcement in Concrete Cold Joints
(American Society of Civil Engineers, 2026)Abstract Interface shear reinforcement plays a critical role in ensuring load transfer across concrete cold joints. Although the increasing use of glass fiber–reinforced polymer (GFRP) bars in structural applications, their ... -
Behavior of Short-Span Concrete-Filled FRP Tubes with ± 55° Fiber Orientation under Bending and Shear
(American Society of Civil Engineers, 2026)Abstract In this study, the flexural and shear behavior of steel-reinforced concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) with ± 55° fiber orientation is examined extensively through experimental and numerical ... -
Standard Fire Tests on GFRP-Reinforced Concrete Slabs with End Anchorage, Lap-Splice, and Cutoff Details
(American Society of Civil Engineers, 2026)Abstract To elevate glass fiber–reinforced polymer (GFRP)-RC fire safety confidence to levels comparable to steel-RC, this study validates numerical models and design codes by quantifying practical design options. The ... -
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 ...