Steel Fibre Reinforced Concrete with Oriented Fibers
Steel Fiber Reinforced Concrete with Oriented Fibers was experimentally investigated.
Krasņikovs, Andrejs +3 more
core
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
Multi-Parameter Evaluation of Steel Fibre-Reinforced Cementitious Materials for Extrusion-Based 3D Concrete Printing. [PDF]
Si W, Khan M, McNally C.
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
Numerical Simulations of Strength Characteristics of Lightweight Fibre-Reinforced Concrete. [PDF]
Michalik A +2 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
Influence of Polypropylene Fibres on Energy Dissipation Mechanisms and Thermo-Chemical Degradation of Cement Mortars Subjected to High Temperatures. [PDF]
Drzymała T +4 more
europepmc +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
Repair and Strengthening of Existing Reinforced Concrete Structures: Recent Advances and Developments. [PDF]
Lampropoulos A.
europepmc +1 more source
Experimental Study on the Strength Characteristics and Water Permeability of Hybrid Steel Fibre Reinforced Concrete. [PDF]
Singh MP, Singh SP, Singh AP.
europepmc +1 more source

