Volumetric Properties of Concrete under True Triaxial Dynamic Compressive Loadings

Volumetric Properties of Concrete under True Triaxial Dynamic Compressive Loadings

Almost all of the available test data for pressure-volumetric strain curves [equations of state (EoS)] of concrete are based on static triaxial tests and one-dimensional impact tests, for example, the flyer-plate impact test, because of a lack of equipment for conducting synchronized triaxial impact...

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Bibliographic Details
Main Authors: Cui, J., Hao, Hong, Shi, Y., Zhang, Xihong, Huan, S.
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
Concrete dynamic properties
Equation of state
Split-Hopkinson pressure bar (SHPB)
True triaxial test
MECHANICAL-BEHAVIOR
STRESS UNIFORMITY
MATERIAL MODEL
PRESSURE
STRENGTH
TESTS
CONFINEMENT
PLASTICITY
HUGONIOT
DAMAGE
Online Access:http://purl.org/au-research/grants/arc/DP160104557
http://hdl.handle.net/20.500.11937/91726

Internet

http://purl.org/au-research/grants/arc/DP160104557
http://hdl.handle.net/20.500.11937/91726

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