Author: Aurello Muttoni
Publisher: Birkhäuser
ISBN: 3034890478
Category : Technology & Engineering
Languages : en
Pages : 150
Book Description
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.
Design of Concrete Structures with Stress Fields
Author: Aurello Muttoni
Publisher: Birkhäuser
ISBN: 3034890478
Category : Technology & Engineering
Languages : en
Pages : 150
Book Description
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.
Publisher: Birkhäuser
ISBN: 3034890478
Category : Technology & Engineering
Languages : en
Pages : 150
Book Description
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.
Developments in Computational Engineering Mechanics
Author: B. H. V. Topping
Publisher: Hyperion Books
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 334
Book Description
Included in this volume are a selection of papers on developments in computational engineering mechanics. The papers were presented at the Fifth International Conference on Civil and Structural Engineering Computing held 17-19 August 1993, Edinburgh.
Publisher: Hyperion Books
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 334
Book Description
Included in this volume are a selection of papers on developments in computational engineering mechanics. The papers were presented at the Fifth International Conference on Civil and Structural Engineering Computing held 17-19 August 1993, Edinburgh.
Developments in Structural Engineering Computing
Author: B. H. V. Topping
Publisher: Hyperion Books
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 490
Book Description
Included in this volume are a selection of papers on computing and structural engineering. The papers were presented at the Fifth International Conference on Civil and Structural Engineering held 17-19 August 1993, Edinburgh.
Publisher: Hyperion Books
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 490
Book Description
Included in this volume are a selection of papers on computing and structural engineering. The papers were presented at the Fifth International Conference on Civil and Structural Engineering held 17-19 August 1993, Edinburgh.
Bridge Assessment Management and Design
Author: B. Barr
Publisher: Elsevier Publishing Company
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 532
Book Description
This text presents the current practices and theory of bridge design. New methods of construction, innovation in design and aesthetics are considered here, and there is an up-to-date review of work being carried out around the world to extend the working life of bridges.
Publisher: Elsevier Publishing Company
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 532
Book Description
This text presents the current practices and theory of bridge design. New methods of construction, innovation in design and aesthetics are considered here, and there is an up-to-date review of work being carried out around the world to extend the working life of bridges.
Developments in Computational Techniques for Civil Engineering
Author: B. H. V. Topping
Publisher: Hyperion Books
ISBN:
Category : Computers
Languages : en
Pages : 420
Book Description
Includes a selection of papers presented at the Sixth International Conference on Computing in Civil and Structural Engineering, held at Cambridge, England, 28-30 August 1995.
Publisher: Hyperion Books
ISBN:
Category : Computers
Languages : en
Pages : 420
Book Description
Includes a selection of papers presented at the Sixth International Conference on Computing in Civil and Structural Engineering, held at Cambridge, England, 28-30 August 1995.
Computational Methods and Experimental Measurements V
Author: A. Sousa
Publisher: Springer
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 744
Book Description
Publisher: Springer
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 744
Book Description
Metals Abstracts
Author:
Publisher:
ISBN:
Category : Metallurgy
Languages : en
Pages : 1014
Book Description
Publisher:
ISBN:
Category : Metallurgy
Languages : en
Pages : 1014
Book Description
Index to Theses with Abstracts Accepted for Higher Degrees by the Universities of Great Britain and Ireland and the Council for National Academic Awards
Author:
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 1020
Book Description
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 1020
Book Description
Design of Prestressed Concrete
Author: Nilson
Publisher: Wiley
ISBN: 9780471830733
Category :
Languages : en
Pages :
Book Description
Publisher: Wiley
ISBN: 9780471830733
Category :
Languages : en
Pages :
Book Description
Transactions of the ASAE.
Author: American Society of Agricultural Engineers
Publisher:
ISBN:
Category : Agricultural engineering
Languages : en
Pages : 620
Book Description
Publisher:
ISBN:
Category : Agricultural engineering
Languages : en
Pages : 620
Book Description