View in EDS PDF Full Text

Analysis of the Behavior of Sedimentary Rocks Under Impact Loading.

Saved in:
Bibliographic Details
Title: Analysis of the Behavior of Sedimentary Rocks Under Impact Loading.
Authors: Millon, Oliver1, Ruiz-Ripoll, Maria1 Maria.luisa.ruiz.ripoll@emi.fraunhofer.de, Hoerth, Tobias1
Source: Rock Mechanics & Rock Engineering. Nov2016, Vol. 49 Issue 11, p4257-4272. 16p.
Subjects: Sedimentary rocks, Rock fatigue, Impact (Mechanics), Compression loads, Strain rate
Abstract: In multiple engineering fields such as rock drilling or building constructions or extreme events like earthquakes or impacts, the dynamic properties of rock play an important role. A way to model these events and define measures to minimize the damage derived from these events is created by means of numerical analysis. Hence, the knowledge of the dynamic material behavior is essential for studying the effects of such a loading scenario. Solid geological materials, from the family of the sedimentary rocks, have been analyzed under quasi-static loads. However, there is a lack of knowledge when high strain rate loadings are involved. Within this context, the paper focuses on the experimental characterization of two sedimentary rocks, sandstone and limestone, under impact loading using the Hopkinson-Bar spallation and compression tests. The analysis encompasses the determination of the tensile and compressive properties as well as the comparison between the quasi-static and dynamic behavior (dynamic increase factors). The paper fills the gap of information existing about dynamic behavior of sedimentary rocks under strain rates between 10 and 5.2 × 10 s. Furthermore, the fragmentation under different strain rates is investigated and conclusions with respect to energy absorption capacity are drawn. [ABSTRACT FROM AUTHOR]
Copyright of Rock Mechanics & Rock Engineering is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
FullText Links:
  – Type: pdflink
Text:
  Availability: 0
Header DbId: egs
DbLabel: Engineering Source
An: 119435575
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Analysis of the Behavior of Sedimentary Rocks Under Impact Loading.
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Millon%2C+Oliver%22">Millon, Oliver</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Ruiz-Ripoll%2C+Maria%22">Ruiz-Ripoll, Maria</searchLink><relatesTo>1</relatesTo><i> Maria.luisa.ruiz.ripoll@emi.fraunhofer.de</i><br /><searchLink fieldCode="AR" term="%22Hoerth%2C+Tobias%22">Hoerth, Tobias</searchLink><relatesTo>1</relatesTo>
– Name: TitleSource
  Label: Source
  Group: Src
  Data: <searchLink fieldCode="JN" term="%22Rock+Mechanics+%26+Rock+Engineering%22">Rock Mechanics & Rock Engineering</searchLink>. Nov2016, Vol. 49 Issue 11, p4257-4272. 16p.
– Name: Subject
  Label: Subjects
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22Sedimentary+rocks%22">Sedimentary rocks</searchLink><br /><searchLink fieldCode="DE" term="%22Rock+fatigue%22">Rock fatigue</searchLink><br /><searchLink fieldCode="DE" term="%22Impact+%28Mechanics%29%22">Impact (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Compression+loads%22">Compression loads</searchLink><br /><searchLink fieldCode="DE" term="%22Strain+rate%22">Strain rate</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: In multiple engineering fields such as rock drilling or building constructions or extreme events like earthquakes or impacts, the dynamic properties of rock play an important role. A way to model these events and define measures to minimize the damage derived from these events is created by means of numerical analysis. Hence, the knowledge of the dynamic material behavior is essential for studying the effects of such a loading scenario. Solid geological materials, from the family of the sedimentary rocks, have been analyzed under quasi-static loads. However, there is a lack of knowledge when high strain rate loadings are involved. Within this context, the paper focuses on the experimental characterization of two sedimentary rocks, sandstone and limestone, under impact loading using the Hopkinson-Bar spallation and compression tests. The analysis encompasses the determination of the tensile and compressive properties as well as the comparison between the quasi-static and dynamic behavior (dynamic increase factors). The paper fills the gap of information existing about dynamic behavior of sedimentary rocks under strain rates between 10 and 5.2 × 10 s. Furthermore, the fragmentation under different strain rates is investigated and conclusions with respect to energy absorption capacity are drawn. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Rock Mechanics & Rock Engineering is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=119435575
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.1007/s00603-016-1010-4
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 16
        StartPage: 4257
    Subjects:
      – SubjectFull: Sedimentary rocks
        Type: general
      – SubjectFull: Rock fatigue
        Type: general
      – SubjectFull: Impact (Mechanics)
        Type: general
      – SubjectFull: Compression loads
        Type: general
      – SubjectFull: Strain rate
        Type: general
    Titles:
      – TitleFull: Analysis of the Behavior of Sedimentary Rocks Under Impact Loading.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Millon, Oliver
      – PersonEntity:
          Name:
            NameFull: Ruiz-Ripoll, Maria
      – PersonEntity:
          Name:
            NameFull: Hoerth, Tobias
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 11
              Text: Nov2016
              Type: published
              Y: 2016
          Identifiers:
            – Type: issn-print
              Value: 07232632
          Numbering:
            – Type: volume
              Value: 49
            – Type: issue
              Value: 11
          Titles:
            – TitleFull: Rock Mechanics & Rock Engineering
              Type: main
ResultId 1