A review on split Hopkinson bar experiments on the dynamic characterisation of concrete

MR Khosravani, K Weinberg - Construction and Building Materials, 2018 - Elsevier
Our living standards are substantially influenced by the advent and development of new
materials. The need for stronger building materials has led to useful innovations such as the …

Dynamic increase factor (DIF) of concrete with SHPB tests: Review and systematic analysis

H Fan, H Yu, H Ma - Journal of Building Engineering, 2023 - Elsevier
This study presents a comprehensive review and systematic analysis of 116 publications
focusing on the dynamic increase factor (DIF) in concrete, a critical parameter for evaluating …

Grain-based discrete element method (GB-DEM) modelling of multi-scale fracturing in rocks under dynamic loading

XF Li, QB Zhang, HB Li, J Zhao - Rock Mechanics and Rock Engineering, 2018 - Springer
This study aims to explore dynamic behaviours of fracturing and damage evolution of rock
materials at the grain scale. A grain-based discrete element method (GB-DEM) is proposed …

Experimental study on dynamic split tensile properties of rubber concrete

W Feng, F Liu, F Yang, L Li, L **g - Construction and Building Materials, 2018 - Elsevier
Static and dynamic split tensile tests were conducted on rubber concrete with varied volume
fractions of rubber particles that replaced fine aggregate (10%, 20%, 30%, 40%, and 50 …

Study of the effect of loading rates on crack propagation velocity and rock fracture toughness using cracked tunnel specimens

L Zhou, Z Zhu, H Qiu, X Zhang, L Lang - International Journal of Rock …, 2018 - Elsevier
In the process of tunnel blasting excavation, radial cracks could be induced. To investigate
the effect of loading rates on crack propagation velocity and rock initiation toughness, a new …

Effect of maximum coarse aggregate size on dynamic compressive strength of high-strength concrete

KM Kim, S Lee, JY Cho - International Journal of Impact Engineering, 2019 - Elsevier
Dynamic increase factor (DIF) is a measure of the rate effect in the analysis and design of
structures subjected to impact or impulsive loads. A variety of DIFs have been suggested …

Mechanical performance study of basalt-polyethylene fiber reinforced concrete under dynamic compressive loading

X Yan, F Wang, Y Luo, X Liu, Z Yang, H Mao - Construction and Building …, 2023 - Elsevier
In order to enhance concrete's impact resistance, this study investigates the effects of single
basalt fiber and basalt-polyethylene hybrid fiber on concrete through split Hopkinson …

Behaviour of recycled tyre polymer fibre reinforced concrete under dynamic splitting tension

M Chen, H Zhong, H Wang, M Zhang - Cement and Concrete Composites, 2020 - Elsevier
Recycled tyre polymer (RTP) fibre has recently been gaining ever-increasing attention from
the scientific community as a promising substitute to synthetic fibres for cementitious …

High-strain rate compressive behavior of concrete with two different substituted recycled plastic aggregates: Experimental characterization and probabilistic modeling

B **ong, D Falliano, L Restuccia, F Di Trapani… - … and Building Materials, 2023 - Elsevier
This paper presents a pilot study on the characterization of the high-strain rate compressive
behavior of a novel concrete with two different substituted recycled plastic aggregates. A …

[HTML][HTML] Energy dissipation rate: An indicator of coal deformation and failure under static and dynamic compressive loads

J Feng, E Wang, X Chen, H Ding - International Journal of Mining Science …, 2018 - Elsevier
Dynamic disasters in Chinese coal mines pose a significant threat to coal productivity. Thus,
a thorough understanding of the deformation and failure processes of coal is necessary. In …