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Titlebook: Unilateral Problems in Structural Analysis — 2; Proceedings of the S G. Piero,F. Maceri Conference proceedings 1987 Springer-Verlag Wien 19

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書(shū)目名稱(chēng)Unilateral Problems in Structural Analysis — 2
副標(biāo)題Proceedings of the S
編輯G. Piero,F. Maceri
視頻videohttp://file.papertrans.cn/943/942071/942071.mp4
叢書(shū)名稱(chēng)CISM International Centre for Mechanical Sciences
圖書(shū)封面Titlebook: Unilateral Problems in Structural Analysis — 2; Proceedings of the S G. Piero,F. Maceri Conference proceedings 1987 Springer-Verlag Wien 19
描述The volume collects the contributions presented at the second meeting on Unilateral Problems, organized by CISM and held near Udine in June 1985. It gives an updated account of the state-of-the-art in the field of unilateral problems, with an outlook on open problems and on perspectives of application to structural analysis. The topic is presently the object of growing interest and is undergoing very rapid development. One of the most noticeable characteristics of unilateral problems is their interdisciplinary nature; they involve sophisticated mathematics, fundamental questions in mechanics, modern techniques in numerical analysis, re-inspection of the present knowledge of physical phenomena, and engineering applications. This volume succeeds in collecting and coordinating contributions from all these areas. For this reason, it is an excellent source of information for researchers working in the field.
出版日期Conference proceedings 1987
關(guān)鍵詞development; information; mathematics; mechanics; numerical analysis; structural analysis
版次1
doihttps://doi.org/10.1007/978-3-7091-2967-8
isbn_softcover978-3-211-82036-0
isbn_ebook978-3-7091-2967-8Series ISSN 0254-1971 Series E-ISSN 2309-3706
issn_series 0254-1971
copyrightSpringer-Verlag Wien 1987
The information of publication is updating

書(shū)目名稱(chēng)Unilateral Problems in Structural Analysis — 2影響因子(影響力)




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Unilateral Contact Between a Geometrically Non-Linear Plate and Elastic Foundation. A Model of Delar. In the regions of contact the reaction of the elastic foundation is determined by means of Winkler’s hypothesis. In the delamination zones no interaction between the plate and the foundation exists. This model of delamination (crack forming) process in a two-layered composite is investigated and some numerical results are given.
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,A Numerical Algorithm for Signorini’s Problem with Coulomb Friction, The problem is approximated by a sequence of two simpler problems: (i) contact without friction and (ii) friction with prescribed normal stress. Within the context of linear elasticity steps (i) and (ii) are formulated as minimization problems. Lagrange multipliers are introduced and the finite ele
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Generalization of Newton-Type Methods of Inelastic Contact Problems,retization in time by finite differences and in space by finite elements one has to solve either a sequence of nonlinear optimization problems with constraints or a sequence of Kuhn-Tucker inequalities. For this, sequential quadratic programming algorithms (as the natural extension of Newton-methods
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