Academic Journal

Effect of structurally-induced lateral confinement on split Hopkinson pressure bar test specimens of concrete-like materials

التفاصيل البيبلوغرافية
العنوان: Effect of structurally-induced lateral confinement on split Hopkinson pressure bar test specimens of concrete-like materials
المؤلفون: Flores-Johnson E.A., Li Q.M.
المصدر: EPJ Web of Conferences, Vol 94, p 04031 (2015)
بيانات النشر: EDP Sciences
سنة النشر: 2015
المجموعة: Directory of Open Access Journals: DOAJ Articles
مصطلحات موضوعية: Physics, QC1-999
الوصف: In dynamic testing of concrete-like materials, there is a need in distinguishing structural effects from genuine strain-rate effects. In this paper, this generic problem is studied by numerical simulations based on a phenomenological material model available in the commercial finite element (FE) code Abaqus. The numerical results show that the increase of the dynamic increase factor (DIF) with the increase of strain-rate in concrete-like materials in a Split Hopkinson Pressure Bar (SHPB) test is a phenomenon related not only to material strain-rate effects but also to structural effects. It was found that dilation, surface friction and lateral inertia cause lateral confinement, which enhances DIF when the strain-rate is greater than a transition strain-rate in the order of 102 s−1. Although, genuine strain-rate effect may exist as suggested by meso-scale simulations in previous investigations, the findings in this study show that structural effects have a significant contribution to the increase of DIF, and therefore, it is necessary to correctly calibrate existing phenomenological models and interpret the results obtained from split Hopkinson pressure bar (SHPB) tests.
نوع الوثيقة: article in journal/newspaper
اللغة: English
تدمد: 2100-014X
Relation: http://dx.doi.org/10.1051/epjconf/20159404031; https://doaj.org/toc/2100-014X; https://doaj.org/article/a098fc5c297d457daf22ab1d1884e89c
DOI: 10.1051/epjconf/20159404031
الاتاحة: https://doi.org/10.1051/epjconf/20159404031
https://doaj.org/article/a098fc5c297d457daf22ab1d1884e89c
رقم الانضمام: edsbas.2BF80C52
قاعدة البيانات: BASE
الوصف
تدمد:2100014X
DOI:10.1051/epjconf/20159404031