Design of Concrete Structures with Stress Fields:
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 an...
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| Format: | Elektronisch E-Book |
| Sprache: | English |
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Basel
Birkhäuser Basel
1997
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| Zusammenfassung: | 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 |
| Beschreibung: | 1 Online-Ressource (X, 146 p) |
| ISBN: | 9783034890472 |
| DOI: | 10.1007/978-3-0348-9047-2 |
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| 520 | |a 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 | ||
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| id | DE-604.BV045187364 |
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| spelling | Muttoni, A. Verfasser aut Design of Concrete Structures with Stress Fields by A. Muttoni, J. Schwartz, B. Thürlimann Basel Birkhäuser Basel 1997 1 Online-Ressource (X, 146 p) txt rdacontent c rdamedia cr rdacarrier 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 Engineering Building Construction Engineering, general Structural Mechanics Structural mechanics Buildings / Design and construction Building Construction Engineering, Architectural Schwartz, J. aut Thürlimann, B. aut Erscheint auch als Druck-Ausgabe 9783034898850 https://doi.org/10.1007/978-3-0348-9047-2 Verlag URL des Erstveröffentlichers Volltext |
| spellingShingle | Muttoni, A. Schwartz, J. Thürlimann, B. Design of Concrete Structures with Stress Fields Engineering Building Construction Engineering, general Structural Mechanics Structural mechanics Buildings / Design and construction Building Construction Engineering, Architectural |
| title | Design of Concrete Structures with Stress Fields |
| title_auth | Design of Concrete Structures with Stress Fields |
| title_exact_search | Design of Concrete Structures with Stress Fields |
| title_full | Design of Concrete Structures with Stress Fields by A. Muttoni, J. Schwartz, B. Thürlimann |
| title_fullStr | Design of Concrete Structures with Stress Fields by A. Muttoni, J. Schwartz, B. Thürlimann |
| title_full_unstemmed | Design of Concrete Structures with Stress Fields by A. Muttoni, J. Schwartz, B. Thürlimann |
| title_short | Design of Concrete Structures with Stress Fields |
| title_sort | design of concrete structures with stress fields |
| topic | Engineering Building Construction Engineering, general Structural Mechanics Structural mechanics Buildings / Design and construction Building Construction Engineering, Architectural |
| topic_facet | Engineering Building Construction Engineering, general Structural Mechanics Structural mechanics Buildings / Design and construction Building Construction Engineering, Architectural |
| url | https://doi.org/10.1007/978-3-0348-9047-2 |
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