Strain rate effect on the axial compressive properties of basalt fiber-reinforced ambient-cured lightweight expanded polystyrene geopolymer concrete

To investigate the strain rate effect of basalt fiber (BF)-reinforced ambient-cured lightweight expanded polystyrene (EPS) geopolymer concrete (LEGC), this study conducted uniaxial compression tests on BF-reinforced LEGC with different EPS doping and different strain rates. The test results showed t...

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Veröffentlicht in:	Materials and structures 2024-07, Vol.57 (6), Article 132
Hauptverfasser:	Wei, Jun, Yang, Qingshun, Jiang, Qing, Li, Xingchen, Liu, Saichao, Li, Kaixin, Wang, Qing
Format:	Artikel
Sprache:	eng
Schlagworte:	Basalt Building Materials Civil Engineering Compression tests Compressive properties Compressive strength Damage localization Damage patterns Empirical equations Energy dissipation Engineering Fiber reinforced polymers Fracture mechanics Geopolymers Lightweight concretes Machines Manufacturing Materials Science Modulus of elasticity Original Article Polystyrene resins Processes Solid Mechanics Strain rate sensitivity Theoretical and Applied Mechanics Weight reduction
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