Impact characterization of basalt fiber reinforced geopolymeric concrete using a 100-mm-diameter split Hopkinson pressure bar
160 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/dedb6d43ab444282d7f494befbd6b13bcd864b7d
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In Civil and Structural Engineering
- Mingzhong Zhang
- Lianyang Zhang
- S. Ahmari
- Navid Ranjbar
- Rui Chen
- Qingli Yu
- Weitan Zhuang
- P. Amuthakkannan
In Materials Chemistry
Citations in the corpus
- Research progress on the dynamic compressive properties of ultra-high performance concrete under high strain rates (2021, background): “[43,51,59,63,64,106 – 110].”
- Review of mechanical properties of short fibre reinforced geopolymer composites (2013, background): “The impact properties of FRGC were also the focus of research by Li and Xu [20-21].”
- Investigation of the effect of surface modifications on the mechanical properties of basalt fibre reinforced polymer composites (2012, background): “Increase of matrix strength results in decrease of deformation capacity and increase of energy absorption capacity for basalt fibre reinforced geopolymeric concrete [26,27].”
- Utilization of sweet sorghum fiber to reinforce fly ash-based geopolymer (2014, methodology): “Li and Xu [21, 22] investigated the impact mechanical properties of basalt fiber-reinforced geopolymer concrete using a 100-mmdiameter splitting Hopkinson pressure bar system.”
- Fiber-reinforced geopolymer composites: A review (2020, methodology): “An experiment on basalt fiber reinforced geopolymer concrete using a 100 mm diameter split Hopkinson pressure bar (SHPB) system indicated that the impact properties of the geopolymer composites are highly dependent on the loading strain rate and mechanical properties of the binder [201].”