Plate Stability by Boundary Element Method
Elzein, Abbas
ISBN 10: 3540537104 ISBN 13: 9783540537106
Verlag: Springer-Verlag Berlin and Heidelberg GmbH & Co. KG, 1991
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Beschreibung
Beschreibung:
This text serves both as an introduction to the subject of the boundary element method and as a survey and exploration of current techniques in the field. Following an examination of the basic principles of the method, the book describes plate stability theory and its applications. Series: Lecture Notes in Engineering. Num Pages: 212 pages, 9 black & white tables, biography. BIC Classification: TBJ; TGMD. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly. Dimension: 242 x 170 x 12. Weight in Grams: 384. . 1991. Softcover reprint of the original 1st ed. 1991. Paperback. . . . . Books ship from the US and Ireland. Bestandsnummer des Verkäufers V9783540537106
Inhaltsangabe:
This book presents various boundary element foundations, implementations and results of linear and geometrically nonlinear problems of thin plates loaded in their own plane. It serves as a detailed introduction to the subject as well as a survey and explo
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Bibliografische Details
Titel: Plate Stability by Boundary Element Method
Verlag: Springer-Verlag Berlin and Heidelberg GmbH & Co. KG
Erscheinungsdatum: 1991
Einband: Softcover
Zustand: New
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Plate Stability by Boundary Element Method
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Zustand: Sehr gut. Zustand: Sehr gut | Sprache: Englisch | Produktart: Bücher | 1. 1 Historical Background Thin plates and shells are widely used structural elements in numerous civil, mechanical, aeronautical and marine engineering design applications. Floor slabs, bridge decks, concrete pavements, sheet pile retaining walls are all, under normal lateral loading circumstances, instances of plate bending in civil engineering. The problem of elastic instability of plates occurs when load is applied in a direction parallel to the plane of the plate. The deck of a bridge subjected to a strong wind loading, the web of a girder under the action of shear forces transmitted by the flanges, the turbine blade of a machinery undergoing longitudinal temperature differentials, would all eventually buckle when the applied load, or its temperature equivalent in the last case, exceeds a certain limit, that is the buckling load. Although the plate may exhibit a considerable post-buckling strength, the buckling load is considered in many design instances, especially in aeronautical and marine engineering, as a serviceability limit because of the abrupt and substantial change in the dimensions and shape of the buckled plate. Nevertheless, the post-buckling region retains its importance either as an essential safety margin or as a stage of loading actually reached under normal loading conditions. The design engineer will therefore need rigorous tools of analysis to predict, in addition to the buckling load, the deflections and stresses at both buckling and initial post-buckling stages. Artikel-Nr. 22641932/202
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Plate Stability by Boundary Element Method
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Taschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - 1. 1 Historical Background Thin plates and shells are widely used structural elements in numerous civil, mechanical, aeronautical and marine engineering design applications. Floor slabs, bridge decks, concrete pavements, sheet pile retaining walls are all, under normal lateral loading circumstances, instances of plate bending in civil engineering. The problem of elastic instability of plates occurs when load is applied in a direction parallel to the plane of the plate. The deck of a bridge subjected to a strong wind loading, the web of a girder under the action of shear forces transmitted by the flanges, the turbine blade of a machinery undergoing longitudinal temperature differentials, would all eventually buckle when the applied load, or its temperature equivalent in the last case, exceeds a certain limit, that is the buckling load. Although the plate may exhibit a considerable post-buckling strength, the buckling load is considered in many design instances, especially in aeronautical and marine engineering, as a serviceability limit because of the abrupt and substantial change in the dimensions and shape of the buckled plate. Nevertheless, the post-buckling region retains its importance either as an essential safety margin or as a stage of loading actually reached under normal loading conditions. The design engineer will therefore need rigorous tools of analysis to predict, in addition to the buckling load, the deflections and stresses at both buckling and initial post-buckling stages. Artikel-Nr. 9783540537106
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Plate Stability by Boundary Element Method (Lecture Notes in Engineering)
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Paperback. Zustand: Brand New. 1st edition. 212 pages. 9.53x6.69x0.50 inches. In Stock. Artikel-Nr. x-3540537104
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