XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test

An extended finite element method (XFEM) for fracture problem within the finite element software ABAQUS is adopted in order to investigate the mechanical properties and fracture behaviour of RPC material. The RPC materials observed are plain RPC of 0% and steel fiber RPC (SFRPC) of 2% volume fractio...

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Main Authors: Kusumaningrum Patria, Budiono Bambang, Fajar Muhammad, Elitha
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/16/e3sconf_iceedm2020_05027.pdf
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author Kusumaningrum Patria
Budiono Bambang
Fajar Muhammad
Elitha
author_facet Kusumaningrum Patria
Budiono Bambang
Fajar Muhammad
Elitha
author_sort Kusumaningrum Patria
collection DOAJ
description An extended finite element method (XFEM) for fracture problem within the finite element software ABAQUS is adopted in order to investigate the mechanical properties and fracture behaviour of RPC material. The RPC materials observed are plain RPC of 0% and steel fiber RPC (SFRPC) of 2% volume fraction. Single edge notch three-point bending (TPB) tests of RPC materials are performed. The mechanical properties of RPC with respect to single edge notch TPB test, i.e. tensile stress, CMOD, and fracture energy obtained from experiment are then compared to those obtained from numerical analysis. A good agreement is observed between the experimental and numerical results.
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spelling doaj.art-7e5d26060e2249e2a2dc99a13e765e432022-12-21T18:43:50ZengEDP SciencesE3S Web of Conferences2267-12422020-01-011560502710.1051/e3sconf/202015605027e3sconf_iceedm2020_05027XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending testKusumaningrum Patria0Budiono Bambang1Fajar Muhammad2Elitha3Structural Engineering Research Group, Faculty of Civil and Environmental Engineering, Institut Teknologi BandungStructural Engineering Research Group, Faculty of Civil and Environmental Engineering, Institut Teknologi BandungCivil Engineering Master Program, Faculty of Civil and Environmental Engineering, Institut Teknologi BandungCivil Engineering Master Program, Faculty of Civil and Environmental Engineering, Institut Teknologi BandungAn extended finite element method (XFEM) for fracture problem within the finite element software ABAQUS is adopted in order to investigate the mechanical properties and fracture behaviour of RPC material. The RPC materials observed are plain RPC of 0% and steel fiber RPC (SFRPC) of 2% volume fraction. Single edge notch three-point bending (TPB) tests of RPC materials are performed. The mechanical properties of RPC with respect to single edge notch TPB test, i.e. tensile stress, CMOD, and fracture energy obtained from experiment are then compared to those obtained from numerical analysis. A good agreement is observed between the experimental and numerical results.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/16/e3sconf_iceedm2020_05027.pdf
spellingShingle Kusumaningrum Patria
Budiono Bambang
Fajar Muhammad
Elitha
XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test
E3S Web of Conferences
title XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test
title_full XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test
title_fullStr XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test
title_full_unstemmed XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test
title_short XFEM based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test
title_sort xfem based fracture analysis of single notch reactive powder concrete specimen subjected to three point bending test
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/16/e3sconf_iceedm2020_05027.pdf
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AT fajarmuhammad xfembasedfractureanalysisofsinglenotchreactivepowderconcretespecimensubjectedtothreepointbendingtest
AT elitha xfembasedfractureanalysisofsinglenotchreactivepowderconcretespecimensubjectedtothreepointbendingtest