Search
CSV
RISEffects of Graphene on the Moisture Absorption, Mechanical, Thermal, and Durability Properties of GFRP Bars
Publisher: American Society of Civil Engineers
Abstract: Abstract Pultruded glass fiber–reinforced polymer (GFRP) bars are widely used in civil engineering
applications due to their light weight, high strength, and corrosion resistance. Durability
concerns remain critical, ...
Two-Way Shear Behavior of GFRP-Reinforced Concrete Box Culverts with 70 MPa Concrete under CL-625 Truck Loading
Publisher: American Society of Civil Engineers
Abstract: Abstract Although high-strength concrete is becoming more common in bridge and highway structures,
its performance in glass fiber–reinforced polymer (GFRP)-reinforced box culverts under
two-way shear remains unexplored. ...
Untitled
Publisher: American Society of Civil Engineers
Abstract: This study addressed the feasibility of reinforced-concrete squat walls totally reinforced with glass fiber-reinforced polymer (GFRP) bars achieving the strength and drift requirements specified in various codes. Using ...
Assessing Stress-Block Parameters in Designing Circular High-Strength Concrete Members Reinforced with FRP Bars
Publisher: American Society of Civil Engineers
Abstract: Several standards and guidelines allow the use of the equivalent rectangular stress block (ERSB) as a simple concept to accurately predict flexural strength with or without axial force. North American codes (ACI 318 and ...
Fatigue Assessment of Shear-Strengthened RC T-Beams with Externally Bonded CFRP Closed Stirrups
Publisher: American Society of Civil Engineers
Abstract: Research studies on reinforced concrete T-beams shear strengthened with externally bonded carbon fiber reinforced polymer (EB-CFRP) have shown that debonding at the CFRP–concrete interface is still a major concern. It is ...
Prediction of Flexural and Shear Strength of Concrete Squat Walls Reinforced with GFRP Bars
Publisher: American Society of Civil Engineers
Abstract: This paper presents an original study aimed at predicting the ultimate flexural and shear strengths of glass fiber–reinforced polymer (GFRP) RC squat walls subjected to quasi-static reversed cyclic lateral loading. Predicting ...
Seismic Behavior of Moderate-Aspect-Ratio Concrete Bridge Wall Piers Reinforced with Steel and GFRP Reinforcements
Publisher: American Society of Civil Engineers
Abstract: Abstract A comprehensive nonlinear finite-element analysis (FEA) was conducted to investigate
the nonlinear cyclic response of moderate-aspect-ratio (height/length ranging from
two to four) concrete bridge wall piers ...
Increasing Remaining Fatigue Life of Steel Plates Using Bonded Ultrahigh-Modulus CFRP Plates: The Effect of Cyclic History and Bond Length
Publisher: American Society of Civil Engineers
Abstract: 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 Load–Moment Interaction Diagram of Fibrous SCC Bridge Compression Members Reinforced with GFRP Bars and Spirals
Publisher: American Society of Civil Engineers
Abstract: Abstract While the bridge design codes and standards provide provisions for designing concrete
bridge members reinforced with fiber-reinforced polymer (FRP) bars, the axial–flexural
behavior of fibrous self-consolidating ...
Field Durability Study of Vinyl-Ester–Based GFRP Rebars in Concrete Bridge Barriers
Publisher: American Society of Civil Engineers
Abstract: Val-Alain Bridge on Highway 2 East is the first bridge in Canada in which the concrete deck and barrier walls were fully reinforced with vinyl-ester–based glass-fiber–reinforced polymer (GFRP) bars. Built in 24, this bridge ...