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Titlebook: Buckling and Post-Buckling; Four Lectures in Exp Johann Arbocz,Michel Potier-Ferry,Viggo Tvergaard Textbook 1987 Springer-Verlag Berlin Hei

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期刊全称Buckling and Post-Buckling
期刊简称Four Lectures in Exp
影响因子2023Johann Arbocz,Michel Potier-Ferry,Viggo Tvergaard
视频video
学科分类Lecture Notes in Physics
图书封面Titlebook: Buckling and Post-Buckling; Four Lectures in Exp Johann Arbocz,Michel Potier-Ferry,Viggo Tvergaard Textbook 1987 Springer-Verlag Berlin Hei
影响因子The four lectures presented in this volume discuss recent ideas such as bifurcation, catastrophe and singular theory in elastic post-buckling but avoid advanced mathematics. The influence of imperfections and boundary conditions on the maximal load of stiffened shells of revolution is studied by numerical methods. Experimental methods to test compressed structures are presented and will serve as a useful guide for engineers and physicists. Also of practical importance is the thorough discussion of the state of the art in plastic buckling of plates and shells under the influence of the constitutive laws. The lectures are intended for postgraduate students, but at the same time they should serve as a review for researchers and engineers in solid mechanics.
Pindex Textbook 1987
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Effect of plasticity on post-buckling behaviour,dures for estimating the initial post-bifurcation behaviour and the imperfection-sensitivity are presented, based on the classical elastic-plastic solid. The effect of other elastic-plastic constitutive descriptions on bifurcation and post-bifurcation behaviour is discussed. Several numerical analys
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Experimental techniques and comparison with theoretical results,sed for a simple buckling test — a column under axial compression — and typical modern techniques are enumerated. The theory of modeling and its applications are summarized. The problems of buckling and postbuckling experiments for plates and shells are then discussed in detail, with emphasis on com
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Treatment of Taxation in Company Accountsdures for estimating the initial post-bifurcation behaviour and the imperfection-sensitivity are presented, based on the classical elastic-plastic solid. The effect of other elastic-plastic constitutive descriptions on bifurcation and post-bifurcation behaviour is discussed. Several numerical analys
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