Experimental Study on Damage Evaluation, Pore Structure and Impact Tensile Behavior of 10-Year-Old Concrete Cores After Exposure to High Temperatures

Experimental Study on Damage Evaluation, Pore Structure and Impact Tensile Behavior of 10-Year-Old Concrete Cores After Exposure to High Temperatures

Abstract High temperatures impose a negative effect on the mechanical properties of concrete. An experimental setup designed by the theory of nonlinear resonance vibration, the method of mercury intrusion porosimetry (MIP) and split Hopkinson pressure bar (SHPB) were used to test damage, porosity an...

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Bibliographic Details
Main Authors: Xudong Chen, Dandan Shi, Shengshan Guo
Format: Article
Language:English
Published: SpringerOpen 2020-03-01
Series:International Journal of Concrete Structures and Materials
Subjects:
10-year-old concrete cores
high temperatures
nonlinear resonance vibration
mercury intrusion
splitting
Online Access:http://link.springer.com/article/10.1186/s40069-020-0393-5

Internet

http://link.springer.com/article/10.1186/s40069-020-0393-5

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