Tests and Numerical Studies on Strain-Rate Effect on Compressive Strength of Recycled Aggregate Concrete

Tests and Numerical Studies on Strain-Rate Effect on Compressive Strength of Recycled Aggregate Concrete

© 2019 American Society of Civil Engineers. In this study, the compressive strength of recycled aggregate concrete (RAC) was investigated by conducting quasi-static and split Hopkinson pressure bar (SHPB) tests. Three types of RAC specimens with recycled coarse aggregate (RCA) replacement percentage...

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Bibliographic Details
Main Authors: Guo, J., Chen, Q., Chen, Wensu, Cai, J.
Format: Journal Article
Language:English
Published: ASCE-AMER SOC CIVIL ENGINEERS 2019
Subjects:
Science & Technology
Technology
Construction & Building Technology
Engineering, Civil
Materials Science, Multidisciplinary
Engineering
Materials Science
Recycled aggregate concrete (RAC)
Dynamic compressive strength
Strain rate effect
Dynamic increase factor (DIF)
Continuous surface cap model (CSCM)
REINFORCED-CONCRETE
IMPACT
BEHAVIOR
PERFORMANCE
SIMULATION
Online Access:http://purl.org/au-research/grants/arc/DE160101116
http://hdl.handle.net/20.500.11937/91671

Internet

http://purl.org/au-research/grants/arc/DE160101116
http://hdl.handle.net/20.500.11937/91671

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