A method for the design of concrete with combined steel and basalt fiber
Combining different fiber types may improve the mechanical properties of fiber reinforced
concrete. The present study is focused on investigating hybrid fiber reinforced concrete …
concrete. The present study is focused on investigating hybrid fiber reinforced concrete …
Experimental and numerical investigation on mechanical performance of continuous steel-UHPC composite slabs
JL Xiao, TY Yang, X Nie, BY Li, JS Fan, BA Shu - Engineering Structures, 2022 - Elsevier
Ultra-high-performance concrete (UHPC) has recently gained popularity for use in bridge
constructions. Innovative steel-UHPC composite slabs (SUCS) with perfobond rib shear …
constructions. Innovative steel-UHPC composite slabs (SUCS) with perfobond rib shear …
Flexural performance of steel fibre reinforced concrete beams designed for moment redistribution
This paper presents an experimental study to investigate the flexural and moment
redistribution performance of six full-scale two-span continuous reinforced concrete beams …
redistribution performance of six full-scale two-span continuous reinforced concrete beams …
Structural phenomenon based theoretical model of concrete tensile behavior at different stress-strain conditions
I Iskhakov, Y Ribakov - Journal of Building Engineering, 2021 - Elsevier
Research focused on concrete tensile strength is rather limited compared to that of
compressive strength. In most cases concrete tensile strength is neglected in design, but in …
compressive strength. In most cases concrete tensile strength is neglected in design, but in …
Flexural behavior of two-layer reinforced concrete slab with hollow cores
AS Eisa, LA Aboul-Nour, A El-Ghamry… - Advances in …, 2024 - journals.sagepub.com
Flexural behavior of a concrete slab system with an optimal weight-to-strength ratio
comprising layered and hollow-core slab structures was investigated using two-layered …
comprising layered and hollow-core slab structures was investigated using two-layered …
Elastic–plastic stage of transverse deformations in the compressed zone of real reinforced concrete beams
I Iskhakov, Y Ribakov, K Holschemacher… - Applied Sciences, 2023 - mdpi.com
The relationship between transverse and longitudinal deformations (Poisson ratio) in the
compressed zone of bending reinforced concrete elements is still not properly considered in …
compressed zone of bending reinforced concrete elements is still not properly considered in …
Experimental investigation of prestressed two layer reinforced concrete beams
I Iskhakov, Y Ribakov, K Holschemacher… - Structural …, 2021 - Wiley Online Library
This study continues a series of investigation of two‐layer beams (TLB), performed by the
authors. This series includes developing an idea of a TLB, testing steel fibered high strength …
authors. This series includes developing an idea of a TLB, testing steel fibered high strength …
The behavior of RC beams strengthened with steel fiber concrete layer by ANSYS simulation
In this study, a double‐layer reinforced concrete beam structure was created for the purpose
of repairing reinforced concrete beams by pouring a layer of concrete on top of the …
of repairing reinforced concrete beams by pouring a layer of concrete on top of the …
Flexural behavior of continuous beams consisting of normal concrete and SIFCON under static and repeated loads
Abstract In this paper Slurry Infiltrated Fiber Concrete (SIFCON) has been used at plastic
hinge locations to fix the ductility problem of continuous reinforced concrete beams. The use …
hinge locations to fix the ductility problem of continuous reinforced concrete beams. The use …
Experimental investigation and comparison of prestressed single‐layer and repaired two‐layer reinforced concrete beams
I Iskhakov, Y Ribakov, K Holschemacher… - Structural …, 2020 - Wiley Online Library
This study continues a series of theoretical and experimental investigation of two‐layer
beams (TLBs), performed by the authors. Such beams consist of normal strength concrete …
beams (TLBs), performed by the authors. Such beams consist of normal strength concrete …