Investigating the flexural performance of reinforced concrete beams using eco-friendly geotextile and wire mesh reinforcements. [PDF]
Hamed B +3 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
Shear performance of slender reinforced concrete beams: an analysis of various international standards. [PDF]
Fayed S, Basha A, Elnagar A.
europepmc +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
Experimental investigation of bond behavior of steel, GFRP, and CFRP reinforcement in self-compacting and fiber-reinforced concrete using RILEM beam tests. [PDF]
Kakhki SAE, Kheyroddin A.
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
Three‐parameter kinematic theory for shear assessment of reinforced concrete short columns
Abstract This work presents a rational kinematics‐based model for assessing the shear capacity of rectangular reinforced concrete short columns. Due to their high stiffness and brittleness, short columns are particularly vulnerable to seismic forces, often exhibiting critical failures.
Daniele Arcuri +2 more
wiley +1 more source
Efficiency of anchorage systems for RC beams strengthened in flexure using basalt fiber reinforced polymers. [PDF]
Aziz J +3 more
europepmc +1 more source
Testing and modeling reinforced 3D concrete printing
Abstract 3D Concrete Printing (3DCP) provides several advantages, including construction productivity and sustainability, although the presence of cold joints reduces structural performance, particularly in zones subjected to tensile stresses. In addition, it is difficult to reinforce 3DCP structures with conventional steel rebars, generally used to ...
Haruto Tasaki +7 more
wiley +1 more source

