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Dynamic mechanical properties of fiber-reinforced concrete: A review
H Wu, A Shen, G Ren, Q Ma, Z Wang, Q Cheng… - … and Building Materials, 2023 - Elsevier
Concrete composites used in civil and military infrastructure are susceptible to catastrophic
failure under intense sudden blasts or explosions. These types of infrastructure must …
failure under intense sudden blasts or explosions. These types of infrastructure must …
Strain rate influences on concrete and steel material behavior, state-of-the-art review
In this study, a review of previous research that investigates the influence of strain rate on
the dynamic and quasi-static behaviour of concrete and steel material behaviour is …
the dynamic and quasi-static behaviour of concrete and steel material behaviour is …
Elucidating the role of recycled concrete aggregate in ductile engineered geopolymer composites: Effects of recycled concrete aggregate content and size
C Wang, Z Zhang, X Liu, Y Zhang, Z Ma - Journal of Building Engineering, 2024 - Elsevier
Utilizing recycled fine aggregate (RFA) as silica sand replacement for ductile engineered
geopolymer composites (EGC) provides a high value-added approach to recycling concrete …
geopolymer composites (EGC) provides a high value-added approach to recycling concrete …
Experimental study on flexural behavior of hollow steel-UHPC composite bridge deck
Y Zou, K Zheng, Z Zhou, Z Zhang, J Guo, J Jiang - Engineering Structures, 2023 - Elsevier
The application of UHPC might reduce the weight of the bridge deck and improve its crack
resistance and durability. This study proposes a hollow steel-UHPC composite deck …
resistance and durability. This study proposes a hollow steel-UHPC composite deck …
Static properties and impact resistance of a green Ultra-High Performance Hybrid Fibre Reinforced Concrete (UHPHFRC): Experiments and modeling
This paper addresses the static properties and impact resistance of a “green” Ultra-High
Performance Hybrid Fibre Reinforced Concrete (UHPHFRC). The design of concrete …
Performance Hybrid Fibre Reinforced Concrete (UHPHFRC). The design of concrete …
Mechanical properties of concrete reinforced with corrugated steel fiber under uniaxial compression and tension
J Ran, T Li, D Chen, L Shang, W Li, Q Zhu - Structures, 2021 - Elsevier
The use of corrugated steel fibers can improve the interface bonding strength between the
fiber and the concrete, thereby exhibiting superior mechanical properties of steel fibers …
fiber and the concrete, thereby exhibiting superior mechanical properties of steel fibers …
Ultra-high performance concrete subjected to high-velocity projectile impact: implementation of K&C model with consideration of failure surfaces and dynamic …
The K&C material model is widely used to numerically predict the responses of concrete
structures against impact or blast loadings. In the literature, most of the K&C parameters are …
structures against impact or blast loadings. In the literature, most of the K&C parameters are …
Synergistic response of blending fibers in ultra-high-performance concrete under high rate tensile loads
This study investigated the synergistic tensile response of blending 1% long and 0.5% short
steel fibers in ultra-high-performance concrete (UHPC) at high strain rates of 16–37 s− 1 …
steel fibers in ultra-high-performance concrete (UHPC) at high strain rates of 16–37 s− 1 …
High rate response of ultra-high-performance fiber-reinforced concretes under direct tension
The tensile response of ultra-high-performance fiber-reinforced concretes (UHPFRCs) at
high strain rates (5–24 s− 1) was investigated. Three types of steel fibers, including twisted …
high strain rates (5–24 s− 1) was investigated. Three types of steel fibers, including twisted …
Fracture energy of ultra-high-performance fiber-reinforced concrete at high strain rates
The fracture energy of ultra-high-performance fiber-reinforced concrete (UHPFRC) at high
strain rates (5–92 s− 1) was investigated, and specimens with 1–1.5% fibers exhibited very …
strain rates (5–92 s− 1) was investigated, and specimens with 1–1.5% fibers exhibited very …