Experimental and numerical study of hooked-end steel fiber-reinforced concrete based on the meso-and macro-models
Y Huang, J Huang, W Zhang, X Liu - Composite Structures, 2023 - Elsevier
In this study, several three-point-bending (TPB) experiments were conducted to investigate
the influence of fiber content on the fracture behavior of hooked-end steel fiber-reinforced …
the influence of fiber content on the fracture behavior of hooked-end steel fiber-reinforced …
Mixed-mode debonding in CFRP-to-steel fiber–reinforced concrete joints
W Zhang, S Kang, B Lin, Y Huang - Journal of Composites for …, 2024 - ascelibrary.org
The external bonding of fiber-reinforced polymer (FRP) sheets is a widely used method for
strengthening and rehabilitating existing concrete structures. The premature failure of these …
strengthening and rehabilitating existing concrete structures. The premature failure of these …
3D cohesive fracture of heterogeneous CA-UHPC: a mesoscale investigation
Ultra high performance concrete with coarse aggregates (CA-UHPC) exhibits complicated
damage and failure mechanisms due to intricate interactions of irregular mesoscale phases …
damage and failure mechanisms due to intricate interactions of irregular mesoscale phases …
Flexural behavior and design of ultrahigh-performance concrete beams
RG El-Helou, BA Graybeal - Journal of Structural Engineering, 2022 - ascelibrary.org
Beams made of ultrahigh-performance concrete (UHPC), a fiber-reinforced concrete with
high compressive strength and tensile strain-hardening characteristics, exhibit flexural …
high compressive strength and tensile strain-hardening characteristics, exhibit flexural …
Effects of fibre orientation on tensile properties of ultra high performance fibre reinforced concrete based on meso-scale Monte Carlo simulations
The damage and fracture of ultra high performance fibre reinforced concrete (UHPFRC) is
inherently dependent on fibre orientation and distribution. The effects of fibre orientation on …
inherently dependent on fibre orientation and distribution. The effects of fibre orientation on …
A discrete-continuum coupled finite element modelling approach for fibre reinforced concrete
Fibre reinforced concrete (FRC) exhibits complicated failure modes such as fibre breakage,
mortar cracking, crushing and spalling, fibre-mortar interfacial debonding, depending on …
mortar cracking, crushing and spalling, fibre-mortar interfacial debonding, depending on …
[HTML][HTML] Numerical modeling of steel fiber reinforced concrete with a discrete and explicit representation of steel fibers
This work presents a novel numerical model based on the use of coupling finite elements to
simulate the behavior of steel fiber reinforced concrete (SFRC) with a discrete and explicit …
simulate the behavior of steel fiber reinforced concrete (SFRC) with a discrete and explicit …
Fracture and multiple-cracking modelling of strain-hardening cementitious composites
Q Wang, Q Li, X Yin, S Xu - International Journal of Mechanical Sciences, 2024 - Elsevier
Strain-hardening cementitious composites (SHCC), composed of short fibres embedded
within brittle matrix, exhibit distinctive pre-peak strain-hardening characteristics and …
within brittle matrix, exhibit distinctive pre-peak strain-hardening characteristics and …
3D meso-scale investigation of ultra high performance fibre reinforced concrete (UHPFRC) using cohesive crack model and Weibull random field
Ultra high performance fibre reinforced concrete (UHPFRC) is composed of fibres, mortar,
fibre-mortar interfaces, and pores randomly distributed in space, and thus has …
fibre-mortar interfaces, and pores randomly distributed in space, and thus has …
Meso-scale modelling of steel fibre reinforced concrete with high strength
X Liang, C Wu - Construction and Building Materials, 2018 - Elsevier
Based on Delaunay triangulation, a 3D meso-scale model is successfully developed and
verified. This approach modelling fibre and concrete separately and linking them with slide …
verified. This approach modelling fibre and concrete separately and linking them with slide …