Coupled Effect of Temperature and Strain Rate on Mechanical Properties of Steel Fiber-Reinforced Concrete

Coupled Effect of Temperature and Strain Rate on Mechanical Properties of Steel Fiber-Reinforced Concrete

Abstract The dynamic mechanical properties of steel fiber-reinforced concrete (SFRC) under high temperature and high strain rate were studied using a split Hopkinson pressure bar (SHPB) of 74 mm in diameter. As it is difficult to achieve constant strain rate loading in SHPB experiments with high tem...

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Bibliographic Details
Main Authors: Ruiyuan Huang, Shichao Li, Long Meng, Dong Jiang, Ping Li
Format: Article
Language:English
Published: SpringerOpen 2020-09-01
Series:International Journal of Concrete Structures and Materials
Subjects:
steel fiber-reinforced concrete (SFRC)
high temperature
high strain rate
split Hopkinson pressure bar (SHPB)
ultimate compressive strength
Online Access:http://link.springer.com/article/10.1186/s40069-020-00423-y

Internet

http://link.springer.com/article/10.1186/s40069-020-00423-y

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