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Publication year : 2015 ✕Researcher : Elman HAZAR ✕
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Prof. Dr. Elman HAZARFen Fakültesi
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Плоская задача устойчивости несжимаемых тел при неоднородных начальных деформациях в окрестностях горизонтальных горных выработок в упруго-пластическом массиве = Two-dimensional stability problem for horizontal holes that are in uncompressed elastic - plastic materials with inhomogeneous initial deformation

Elman HAZAR

В рамках трехмерной линеаризированной теории устойчивости в случае неоднородных начальных напряженных состояний рассмотрены задача устойчивость и решен с помощью вариационных методов. Полученные результаты достаточно удовлетворительно соответствует точным решениям упругих и упруго-пластических задач при неоднородных пластических деформациях. - Ключевые слова: устойчивость, упруго-пластических, реологических, полость, критическая нагрузка = Stability problems for cases with unhomogenous initial tensions have been studied and solved in the fromework of Three dimensionel stability theory using ...More

Article 2015 Fen Fakültesi MANAS Journal of Engineering (MJEN)3 ( 2 ) 37 Views
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Variational Formulation Of A Boundary-value Problem Corresponding To Forced Vibration Of An Imperfectly Bonded Bi-layered Plate-strip Resting On A Rigid Foundation

Elman HAZAR | Dağıstan ŞİMŞEK | Asan ÖMÜRALİEV | Burak OĞUL | Ella ABILAYEVA | Peyil Esengul Kızı

In the present study, a boundary-value problem corresponding to forced vibration of an imperfectly bonded bi-layered plate-strip resting on a rigid foundation is considered. In the framework of three-dimensional linearized theory of elastic waves in initially stressed bodies, the mathematical modelling of considered problem is given. Then, the variational formulation of the problem considered is obtained in the framework of the principles of calculus of variation. The problem considered differs from the previous studies in the view of imperfect boundary conditions between the layers of the pla ...More

Article 2015 Fen Fakültesi MANAS Journal of Engineering (MJEN)3 ( 2 ) 123 Views
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