View in EDS

Fracture in concrete gravity dams under dynamic loading conditions.

Saved in:
Bibliographic Details
Title: Fracture in concrete gravity dams under dynamic loading conditions.
Authors: Lahiri, Saptarshi Kumar1 (AUTHOR) lahiriayan22@gmail.com, Shaw, Amit1 (AUTHOR), Ramachandra, L.S.1 (AUTHOR), Maity, Damodar1 (AUTHOR)
Source: Engineering Analysis with Boundary Elements. Oct2022, Vol. 143, p591-605. 15p.
Subjects: Gravity dams, Concrete dams, Concrete fractures, Dynamic loads, Shaking table tests, Dam failures
Abstract: Concrete gravity dams are susceptible to sudden failure under specific dynamic loading conditions such as earthquakes. In the present study, the authors explore an integrated experimental-numerical approach to identify the susceptible regions in a concrete gravity dam and characterize the localized crack patterns originating from these critical sections. A laboratory-scaled prototype dam model is prepared and tested using a Shake Table to observe the failure patterns under dynamic loading. A particle-based computational framework is employed to simulate the experimentally obtained crack patterns. The validated computational framework is then used to capture the evolution of arbitrarily evolving cracks during the seismic collapse of a concrete gravity dam. [ABSTRACT FROM AUTHOR]
Copyright of Engineering Analysis with Boundary Elements is the property of Elsevier B.V. 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 Text:
  Availability: 0
Header DbId: egs
DbLabel: Engineering Source
An: 158540929
AccessLevel: 6
PubType: Periodical
PubTypeId: serialPeriodical
PreciseRelevancyScore: 0
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Fracture in concrete gravity dams under dynamic loading conditions.
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Lahiri%2C+Saptarshi+Kumar%22">Lahiri, Saptarshi Kumar</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> lahiriayan22@gmail.com</i><br /><searchLink fieldCode="AR" term="%22Shaw%2C+Amit%22">Shaw, Amit</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Ramachandra%2C+L%2ES%2E%22">Ramachandra, L.S.</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Maity%2C+Damodar%22">Maity, Damodar</searchLink><relatesTo>1</relatesTo> (AUTHOR)
– Name: TitleSource
  Label: Source
  Group: Src
  Data: <searchLink fieldCode="JN" term="%22Engineering+Analysis+with+Boundary+Elements%22">Engineering Analysis with Boundary Elements</searchLink>. Oct2022, Vol. 143, p591-605. 15p.
– Name: Subject
  Label: Subjects
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22Gravity+dams%22">Gravity dams</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+dams%22">Concrete dams</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+fractures%22">Concrete fractures</searchLink><br /><searchLink fieldCode="DE" term="%22Dynamic+loads%22">Dynamic loads</searchLink><br /><searchLink fieldCode="DE" term="%22Shaking+table+tests%22">Shaking table tests</searchLink><br /><searchLink fieldCode="DE" term="%22Dam+failures%22">Dam failures</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Concrete gravity dams are susceptible to sudden failure under specific dynamic loading conditions such as earthquakes. In the present study, the authors explore an integrated experimental-numerical approach to identify the susceptible regions in a concrete gravity dam and characterize the localized crack patterns originating from these critical sections. A laboratory-scaled prototype dam model is prepared and tested using a Shake Table to observe the failure patterns under dynamic loading. A particle-based computational framework is employed to simulate the experimentally obtained crack patterns. The validated computational framework is then used to capture the evolution of arbitrarily evolving cracks during the seismic collapse of a concrete gravity dam. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Engineering Analysis with Boundary Elements is the property of Elsevier B.V. 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=158540929
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.1016/j.enganabound.2022.07.008
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 15
        StartPage: 591
    Subjects:
      – SubjectFull: Gravity dams
        Type: general
      – SubjectFull: Concrete dams
        Type: general
      – SubjectFull: Concrete fractures
        Type: general
      – SubjectFull: Dynamic loads
        Type: general
      – SubjectFull: Shaking table tests
        Type: general
      – SubjectFull: Dam failures
        Type: general
    Titles:
      – TitleFull: Fracture in concrete gravity dams under dynamic loading conditions.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Lahiri, Saptarshi Kumar
      – PersonEntity:
          Name:
            NameFull: Shaw, Amit
      – PersonEntity:
          Name:
            NameFull: Ramachandra, L.S.
      – PersonEntity:
          Name:
            NameFull: Maity, Damodar
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 10
              Text: Oct2022
              Type: published
              Y: 2022
          Identifiers:
            – Type: issn-print
              Value: 09557997
          Numbering:
            – Type: volume
              Value: 143
          Titles:
            – TitleFull: Engineering Analysis with Boundary Elements
              Type: main
ResultId 1