عرض بسيط للتسجيلة

المؤلفAfshari, Behzad Mohasel
المؤلفMirjavadi, Seyed Sajad
المؤلفBarati, Mohammad Reza
تاريخ الإتاحة2023-02-12T06:20:51Z
تاريخ النشر2022
اسم المنشورAdvances in Concrete Construction
المصدرScopus
معرّف المصادر الموحدhttp://dx.doi.org/10.12989/acc.2022.13.5.377
معرّف المصادر الموحدhttp://hdl.handle.net/10576/39942
الملخصThe present paper deals with nonlinear deflection analysis of hyperelastic plates rested on elastic foundation and subject to a transverse point force. For modeling of hyperelastic material, three-parameter Ishihara model has been employed. The plate formulation is based on classic plate theory accounting for von-Karman geometric nonlinearity. Therefore, both material and geometric nonlinearities have been considered based on Ishihara hyperelastic plate model. The governing equations for the plate have been derived based on Hamilton's rule and then solved via Galerkin's method. Obtained results show that material parameters of hyperelastic material play an important role in defection analysis. Also, the effects of foundation parameter and load location on plate deflections will be discussed.
راعي المشروعThe first and second authors would like to thank FPQ (Fidar project Qaem) for providing the fruitful and useful help
اللغةen
الناشرTechno-Press
الموضوعDeflection
Galerkin's method
Hyperelastic material
Nonlinear analysis
Plate bending
العنوانInvestigating nonlinear static behavior of hyperelastic plates using three-parameter hyperelastic model
النوعArticle
الصفحات377-384
رقم العدد5
رقم المجلد13
dc.accessType Abstract Only


الملفات في هذه التسجيلة

الملفاتالحجمالصيغةالعرض

لا توجد ملفات لها صلة بهذه التسجيلة.

هذه التسجيلة تظهر في المجموعات التالية

عرض بسيط للتسجيلة