Stress-strain behavior of sand at high strain rates

A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in ord...

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Published inInternational journal of impact engineering Vol. 49; pp. 192 - 213
Main Authors Omidvar, Mehdi, Iskander, Magued, Bless, Stephan
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.11.2012
Elsevier
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Abstract A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in order to illustrate the effects of HSR loading on the confined modulus, stress-strain response, and shear strength of sand. The effects of strain rate, initial void ratio, confining pressure, saturation, shape and size of grains, as well as grain mineralogy on the response of sand to HSR loading are also discussed. Issues related to inertial effects that may affect HSR response are explored. A brief summary of the response of sand to shock loading is also presented. The review provides a comprehensive understanding of the important aspects of HSR response of sand, in support of the growing interest in the behavior of sand subject to rapid loading conditions. ► High strain rate (HSR) behavior of sand is explored. ► Available HSR triaxial, split-hopkinson, uniaxial and shock test data is reviewed. ► Effect of HSR loading on stress-strain behavior and modulus is summarized. ► Trends of high strain rate behavior are identified.
AbstractList A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in order to illustrate the effects of HSR loading on the confined modulus, stress-strain response, and shear strength of sand. The effects of strain rate, initial void ratio, confining pressure, saturation, shape and size of grains, as well as grain mineralogy on the response of sand to HSR loading are also discussed. Issues related to inertial effects that may affect HSR response are explored. A brief summary of the response of sand to shock loading is also presented. The review provides a comprehensive understanding of the important aspects of HSR response of sand, in support of the growing interest in the behavior of sand subject to rapid loading conditions.
A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in order to illustrate the effects of HSR loading on the confined modulus, stress-strain response, and shear strength of sand. The effects of strain rate, initial void ratio, confining pressure, saturation, shape and size of grains, as well as grain mineralogy on the response of sand to HSR loading are also discussed. Issues related to inertial effects that may affect HSR response are explored. A brief summary of the response of sand to shock loading is also presented. The review provides a comprehensive understanding of the important aspects of HSR response of sand, in support of the growing interest in the behavior of sand subject to rapid loading conditions. ► High strain rate (HSR) behavior of sand is explored. ► Available HSR triaxial, split-hopkinson, uniaxial and shock test data is reviewed. ► Effect of HSR loading on stress-strain behavior and modulus is summarized. ► Trends of high strain rate behavior are identified.
Author Bless, Stephan
Omidvar, Mehdi
Iskander, Magued
Author_xml – sequence: 1
  givenname: Mehdi
  surname: Omidvar
  fullname: Omidvar, Mehdi
  organization: Civil Engineering Department, Polytechnic Institute of New York University, Six Metrotech Center, Brooklyn, NY 11201, USA
– sequence: 2
  givenname: Magued
  surname: Iskander
  fullname: Iskander, Magued
  email: Iskander@poly.edu
  organization: Civil Engineering Department, Polytechnic Institute of New York University, Six Metrotech Center, Brooklyn, NY 11201, USA
– sequence: 3
  givenname: Stephan
  surname: Bless
  fullname: Bless, Stephan
  organization: Institute of Advanced Technology, University of Texas at Austin, USA
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Keywords Dynamic response
Impact
Uniaxial compression
Split hopkinson pressure bar
Dynamic triaxial test
Sand
Triaxial test
Test bar
Shock wave
Dynamic test
High speed
Strain rate
Grain size
Vibration
Prestress
Stress strain relation
Saturation
Shear strength
Void fraction
Compression test
Pressurizing
Hopkinson bar
Initial rate
Porosity
Residual stress
Impact test
Strength
Structural analysis
Language English
License https://www.elsevier.com/tdm/userlicense/1.0
CC BY 4.0
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Snippet A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson...
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crossref
elsevier
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SubjectTerms Confining
Dynamic response
Dynamic triaxial test
Exact sciences and technology
Fracture mechanics (crack, fatigue, damage...)
Fundamental areas of phenomenology (including applications)
Grains
High strain rate
Impact
Measurement and testing methods
Physics
Sand
Saturation
Shock loading
Solid mechanics
Split hopkinson pressure bar
Static elasticity (thermoelasticity...)
Stress-strain relationships
Structural and continuum mechanics
Uniaxial compression
Void ratio
Title Stress-strain behavior of sand at high strain rates
URI https://dx.doi.org/10.1016/j.ijimpeng.2012.03.004
https://www.proquest.com/docview/1082209565
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