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Titlebook: Nonlinear Mechanics of Structures; Michał Kleiber,Czesław Woźniak Book 1991 PWN—Polish Scientific Publishers, Warszawa 1991 Dissipation.fi

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书目名称Nonlinear Mechanics of Structures
编辑Michał Kleiber,Czesław Woźniak
视频video
丛书名称Mechanics of Structural Systems
图书封面Titlebook: Nonlinear Mechanics of Structures;  Michał Kleiber,Czesław Woźniak Book 1991 PWN—Polish Scientific Publishers, Warszawa 1991 Dissipation.fi
描述The aim of this book is to provide a unified presentation of modern mechanics of structures in a form which is suitable for graduate students as well as for engineers and scientists working in the field of applied mechanics. Traditionally, students at technical universities have been taught subjects such as continuum mechanics, elasticity, plates and shells, frames or finite element techniques in an entirely separate manner. The authors‘ teaching experience clearly suggests that this situation frequently tends to create in students‘ minds an incomplete and inconsistent picture of the contemporary structural mechanics. Thus, it is very common that the fundamental laws of physics appear to students hardly related to simplified equations of different "technical" theories of structures, numerical solution techniques are studied independently of the essence of mechanical models they describe, and so on. The book is intended to combine in a reasonably connected and unified manner all these problems starting with the very fundamental postulates of nonlinear continuum mechanics via different structural models of "engineer­ ing" accuracy to numerical solution methods which can effectively b
出版日期Book 1991
关键词Dissipation; finite element method; materials; mechanics; nonlinear analysis; stability; stress; structures
版次1
doihttps://doi.org/10.1007/978-94-009-0577-1
isbn_softcover978-94-010-6747-8
isbn_ebook978-94-009-0577-1Series ISSN 0924-2139
issn_series 0924-2139
copyrightPWN—Polish Scientific Publishers, Warszawa 1991
The information of publication is updating

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Formulation of engineering theories governing equations of structural mechanics. By using the concept of internal constraints we shall then develop the so-called method of constraints which will make it possible to derive equations of various engineering theories. In this way we shall specifically show how to consistently derive the
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Trusses, frames, lattice-type shellss undertaken in the present chapter in which we aim at showing the potential and effectiveness of the formulations and algorithms described earlier. Within this chapter we shall move forward by gradually increasing the degree of complexity of structural configurations considered; thus we begin with
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Thin plates loaded in-planern small elastic-plastic deformation associated with bending of a cantilever without and with a weakening hole, the limit load analysis of a perforated plate, the behaviour of an elastic-plastic cantilever under non-proportionally varying loads and large extensional deformations in a rectangular pla
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Plate and shell problems numerically oriented approach in the finite element context, Sec. 4.8. The first two sections of the present chapter are intended as the demonstration of the power of the presented approach as applied to different axisymmetric plate and shell problems. This is followed by a stability analysis of so
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