Nonlinear behaviour of different flexible size-dependent beams models based on the modified couple stress theory. Part 1: Governing equations and static analysis of flexible beams / A. V. Krysko [et al.]

Уровень набора: International Journal of Non-Linear MechanicsАльтернативный автор-лицо: Krysko, A. V., specialist in the field of Informatics and computer engineering, programmer Tomsk Polytechnic University, Professor, doctor of physico-mathematical Sciences, 1967-, Anton Vadimovich;Awrejcewicz, J., Jan;Zhigalov, M. V., Maksim;Pavlov, S. P.;Krysko, V. A., VadimКоллективный автор (вторичный): Национальный исследовательский Томский политехнический университет (ТПУ), Институт кибернетики (ИК), Кафедра инженерной графики и промышленного дизайна (ИГПД), Научно-учебная лаборатория 3D моделирования (НУЛ 3DМ)Язык: английский.Страна: .Резюме или реферат: In the first part of the paper we employ the Sheremetev-Pelekh-Reddy-Levinson hypotheses, which yield a non-linear mathematical model of a beam taking into account geometric and physical non-linearity as well as transverse shear based on the modified couple stress theory. The general model includes both Bernoulli-Euler and Timoshenko models with/without geometric/physical non-linearity, and the size-dependent beam behaviour.In addition, we present results of the development of the relaxation method for solution to numerous static problems. The influence of the size-dependent coefficient on the load-deflection and stress-strain states of the Bernoulli-Euler, Timoshenko, and Sheremetev-Pelekh-Reddy-Levinson mathematical models has been also studied..Примечания о наличии в документе библиографии/указателя: [References: p. 104-105 (59 tit.)].Аудитория: .Тематика: электронный ресурс | труды учёных ТПУ | наномеханика | beam models | vibrations chaos | nano-mechanics Ресурсы он-лайн:Щелкните здесь для доступа в онлайн
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[References: p. 104-105 (59 tit.)]

In the first part of the paper we employ the Sheremetev-Pelekh-Reddy-Levinson hypotheses, which yield a non-linear mathematical model of a beam taking into account geometric and physical non-linearity as well as transverse shear based on the modified couple stress theory. The general model includes both Bernoulli-Euler and Timoshenko models with/without geometric/physical non-linearity, and the size-dependent beam behaviour.In addition, we present results of the development of the relaxation method for solution to numerous static problems. The influence of the size-dependent coefficient on the load-deflection and stress-strain states of the Bernoulli-Euler, Timoshenko, and Sheremetev-Pelekh-Reddy-Levinson mathematical models has been also studied.

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