Skip to main content
SpringerLink
Log in
Birkhäuser

Limit State of the Plate Elements of Steel Structures

  • Book
  • © 1983

Overview

Authors:
  1. Jozef Djubek

    1. Institute of Structures and Architecture, Slovak Academy of Sciences, Bratislava, Czechoslovakia

    View author publications

    You can also search for this author in PubMed   Google Scholar

  2. Rudolf Kodnár

    1. Institute of Applied Mathematics, Comenius University, Bratislava, Czechoslovakia

    View author publications

    You can also search for this author in PubMed   Google Scholar

  3. Miroslav Škaloud

    1. Institute of Theoretical and Applied Mechanics, Czechoslovak Academy of Sciences, Prague, Czechoslovakia

    View author publications

    You can also search for this author in PubMed   Google Scholar

Part of the book series: Lehr- und Handbücher der Ingenieurwissenschaften (LHI, volume 39)

This is a preview of subscription content, log in via an institution to check access.

Access this book

Log in via an institution
eBook USD 59.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book USD 79.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Other ways to access

Licence this eBook for your library

Institutional subscriptions

Table of contents (12 chapters)

  1. Front Matter

    Pages 1-13
    Download chapter PDF

  2. Basic Assumptions of Theory of Slender Webs

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 15-28

  3. Mathematical Problems of the Fundamental Equations

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 29-41

  4. Approximate Methods of Solution

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 42-60

  5. Bifurcation Problems of Basic Equations

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 61-69

  6. Problems of Solution of a System of Non-Linear Algebraic Equations

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 70-87

  7. Large Deflections of Elastic Isotropic Webs

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 88-114

  8. Large Deflections of Orthotropic Webs

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 115-163

  9. Large Deflections of Elasto-Plastic Webs

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 164-186

  10. Ultimate Load Theories of Webs

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 187-202

  11. Large Deflections of Slender Webs Fitted with Ribs

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 203-219

  12. Buckling of the Compression Flanges of Steel Box-Girder Bridges

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 220-255

  13. Interaction of the Buckling of Thin-Walled Bars with the Buckling of Their Plate Elements

    • Jozef Djubek, Rudolf Kodnár, Miroslav Škaloud
    Pages 256-292

  14. Back Matter

    Pages 293-298
    Download chapter PDF
Back to top

Keywords

About this book

The necessity to save steel leads to a marked tendency towards thin-walled structures. Such structures are made of thin plating, the behaviour - and, of course, design - of which is very significantly affected by stability phenomena. In fact, with up-to-date thin-walled steel plated structures, it is very frequently the point of view of stability that governs the design. So it is not astonishing that the attention of a great number of research teams in various parts of the world has been for a good many years directed to investigations into numerous aspects of the buckling behaviour of steel plated structures. However, the current problems of buckling research, which require to account for the effect of initial imperfections, post-buckled behaviour and plastic reserve of strength (this leading in theoretical research to the necessity to solve boundary value problems of geometrically and physically non-linear partial differential equations, and in experimental studies to conduct experiments on full-size test girders) are very complex and time-consuming. Then it is beyond the means of one investigator, or even of one research team, to deal successfully with such problems and, conse­ quently, effective cooperation is indispensable. This was also the reason for the initiation of a fruitful collaboration between the first author of this book (Assoc. Prof. J. Djubek, D. Sc. ) and the third author (Assoc. Prof. M. Skaloud, D. Sc.

Authors and Affiliations

  • Institute of Structures and Architecture, Slovak Academy of Sciences, Bratislava, Czechoslovakia

    Jozef Djubek

  • Institute of Applied Mathematics, Comenius University, Bratislava, Czechoslovakia

    Rudolf Kodnár

  • Institute of Theoretical and Applied Mechanics, Czechoslovak Academy of Sciences, Prague, Czechoslovakia

    Miroslav Škaloud

Bibliographic Information

Publish with us

Policies and ethics

Back to top

Search

Navigation