Design of Concrete Structures with Stress Fields

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9783034898850: Design of Concrete Structures with Stress Fields
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Book by Muttoni Aurello Schwartz Joseph Thrlimann Bruno

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The book presents a unified approach to the design and detailing of reinforced and prestressed concrete structures. Simple and, above all, clear models in the form of stress fields, consistently based on the theory of plasticity are developed to determine the statical action and the strength. These models are then used to design and detail the structural components and connections. Practical experience as well as fifty years of extensive testing have demonstrated that the theory of plasticity provides a rational, logical, consistent and simple method for investigating the statical behaviour and strength of reinforced and prestressed concrete structures. Throughout the text references are made to the pertinent literature. Also available in German

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Aurello Muttoni
Edité par Birkh?user (2011)
ISBN 10 : 3034898851 ISBN 13 : 9783034898850
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Description du livre Birkh?user, 2011. PAP. Etat : New. New Book. Shipped from UK. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000. N° de réf. du vendeur LQ-9783034898850

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Aurello Muttoni (author), Joseph Schwartz (author), Bruno Thürlimann (author)
Edité par Birkhäuser Basel 2011-09-15, Basel (2011)
ISBN 10 : 3034898851 ISBN 13 : 9783034898850
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Description du livre Birkhäuser Basel 2011-09-15, Basel, 2011. paperback. Etat : New. N° de réf. du vendeur 9783034898850

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Muttoni, Aurello
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Description du livre Springer, 2017. Paperback. Etat : New. PRINT ON DEMAND Book; New; Publication Year 2017; Fast Shipping from the UK. No. book. N° de réf. du vendeur ria9783034898850_lsuk

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Description du livre Birkh?user, 2011. PAP. Etat : New. New Book. Delivered from our UK warehouse in 4 to 14 business days. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000. N° de réf. du vendeur LQ-9783034898850

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Aurello Muttoni
Edité par Birkhäuser Basel Sep 2011 (2011)
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Description du livre Birkhäuser Basel Sep 2011, 2011. Taschenbuch. Etat : Neu. Neuware - 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. 160 pp. Englisch. N° de réf. du vendeur 9783034898850

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Aurello Muttoni
Edité par Birkhäuser Basel Sep 2011 (2011)
ISBN 10 : 3034898851 ISBN 13 : 9783034898850
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Rheinberg-Buch
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Description du livre Birkhäuser Basel Sep 2011, 2011. Taschenbuch. Etat : Neu. Neuware - 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. 160 pp. Englisch. N° de réf. du vendeur 9783034898850

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Aurello Muttoni
Edité par Birkhäuser Basel Sep 2011 (2011)
ISBN 10 : 3034898851 ISBN 13 : 9783034898850
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Description du livre Birkhäuser Basel Sep 2011, 2011. Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Neuware - 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. 160 pp. Englisch. N° de réf. du vendeur 9783034898850

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9.

Aurelio Muttoni, Joseph Schwartz, Bruno Thurlimann
Edité par Springer Basel, Switzerland (2011)
ISBN 10 : 3034898851 ISBN 13 : 9783034898850
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The Book Depository EURO
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Description du livre Springer Basel, Switzerland, 2011. Paperback. Etat : New. Language: English. Brand new Book. 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. Softcover reprint of the original 1st ed. 1997. N° de réf. du vendeur AAV9783034898850

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Muttoni, Aurello/ Schwartz, Joseph/ Thurlimann, Bruno
Edité par Birkhauser (2012)
ISBN 10 : 3034898851 ISBN 13 : 9783034898850
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Revaluation Books
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Description du livre Birkhauser, 2012. Paperback. Etat : Brand New. softcover reprint of the original 1st ed. 1997 edition. 160 pages. 9.45x0.37x6.69 inches. In Stock. N° de réf. du vendeur x-3034898851

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