The challenges of GFRP RC beam design for limit states
Abstract Glass fiber reinforced polymer (GFRP) bars are used ever more frequently in concrete construction due to their non‐corrosive and anti‐magnetic properties. Their research over the past decades focused on fundamental questions, such as the design aspects of beams under flexural loads.
Szabolcs Szinvai, Tamás Kovács
wiley +1 more source
Computer Simulations of End-Tapering Anchorages of EBR FRP-Strengthened Prestressed Concrete Slabs at Service Conditions. [PDF]
Wattanapanich C +8 more
europepmc +1 more source
Durability performance of a high‐performance fiber‐reinforced concrete for bridge applications
Abstract This paper investigates the durability performance of a coarse‐aggregate high‐performance fiber‐reinforced concrete (HPFRC) developed as a cost‐efficient material solution for precast bridge applications. A comprehensive experimental program was conducted to assess the resistance of the material to the principal deterioration mechanisms ...
Rolando Baldiviezo +6 more
wiley +1 more source
Two-Way Shear Resistance of FRP Reinforced-Concrete Slabs: Data and a Comparative Study. [PDF]
Aslam F +5 more
europepmc +1 more source
Anchorage performance of different punching shear reinforcement elements in cracked concrete
Abstract Extensive research has been conducted on the bond and anchorage behavior of reinforcement elements in concrete. While many experimental studies have focused on uncracked concrete, the anchorage performance in the presence of cracks remains insufficiently understood.
Niklas Mueller +3 more
wiley +1 more source
Optimizing the embodied carbon of the product stage of reinforced concrete columns
Abstract The construction sector faces urgent sustainability challenges. This study quantifies the potential for reducing embodied carbon in reinforced concrete columns by optimizing concrete strength and reinforcement ratios. The interplay between concrete compressive strength (20–90 MPa), reinforcement percentages (0.2%–2.0%), and embodied carbon ...
Robine Calixte +2 more
wiley +1 more source
Deflection Estimation Model for Prestressed Concrete Slabs with Plastic Inserts Forming Voids. [PDF]
Zavalis M +4 more
europepmc +1 more source
Experimental and numerical investigation on the flexural response of GFRP‐reinforced SFRC beams
Abstract In order to address the challenges related to the deformability and ductility of concrete beams reinforced with fiber reinforced polymer (FRP) bars, an alternative solution involving steel fiber reinforced concrete (SFRC) has been proposed. In the present study, a total of seven beams—including one steel‐reinforced reference beam and six glass
İsmet Vapur +2 more
wiley +1 more source
Analysis of Fiber-Reinforced Concrete Slabs under Centric and Eccentric Load. [PDF]
Marcalikova Z +3 more
europepmc +1 more source
Influence of shear reinforcement detailing on the shear capacity of reinforced concrete beams
Abstract Alternative shear reinforcement layouts that do not fully enclose the longitudinal tensile reinforcement can significantly improve the constructability of reinforced concrete (RC) members. However, their influence on shear transfer mechanisms is not yet fully understood. To address this gap, an experimental program comprising 10 shear tests on
Franz Untermarzoner +5 more
wiley +1 more source

