Load displacement behavior of concrete beam under monotonic static and low velocity impact load

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dc.contributor.authorYilmaz, MC
dc.contributor.authorAnil, Ö
dc.contributor.authorAlyavuz, B
dc.contributor.authorKantar, E
dc.date.accessioned2024-07-18T11:51:40Z
dc.date.available2024-07-18T11:51:40Z
dc.description.abstractExperiments were carried out to observe the influence of loading type on concrete beam specimens. Beam specimens made of similar concrete mixture with the same geometry were tested under three point static loading and low velocity drop weight impact loading. Load displacement behavior, absorbed energy dissipation capacity, stiffnesses, failure modes of beam specimens were obtained and discussed. A finite element (FE) model was prepared in ANSYS Explicit STR software and the results of FE analysis were compared with experimental results. The loading type and loading rate have significant influence on the maximum load, stiffness and energy dissipation capacity. Numerical results obtained from ANSYS Explicit STR FE models are consistent with the experimental results.
dc.identifier.issn1735-0522
dc.identifier.other2383-3874
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/5053
dc.language.isoEnglish
dc.publisherSPRINGER INTERNATIONAL PUBLISHING AG
dc.subjectBRITTLE-PLASTIC MATERIAL
dc.subjectHIGH-STRAIN RATES
dc.subjectMICROPLANE MODEL
dc.subjectRC BEAMS
dc.subjectDYNAMIC BEHAVIOR
dc.subjectPRESSURES
dc.subjectSLABS
dc.titleLoad displacement behavior of concrete beam under monotonic static and low velocity impact load
dc.typeArticle

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