Design of Concrete Structures with Stress Fields

Design of Concrete Structures with Stress Fields by Aurello Muttoni, Joseph Schwartz, Bruno Thürlimann

Title: Design of Concrete Structures with Stress Fields
Author: Aurello Muttoni, Joseph Schwartz, Bruno Thürlimann
ISBN10: 3764354917
ISBN13: 978-3764354916
Publisher: Birkhäuser; 1997 edition (December 1, 1996)
Language: English
Subcategory: Home Improvement & Design
Size PDF: 1795 kb
Size Fb2: 1882 kb
Rating: 3.6/5
Votes: 295
Pages: 146 pages
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Design of Concrete Structures with Stress Fields by Aurello Muttoni, Joseph Schwartz, Bruno Thürlimann


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17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein­ forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. e. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models.