Author:
Publisher:
ISBN: 9780494851791
Category :
Languages : en
Pages :
Book Description
Investigation of the Maximum Shear Capacity of High-Strength Reinforced Concrete Beams
Investigation of the Maximum Shear Capacity of High-Strength Reinforced Concrete Beams
Author: Loreto Nicola Caprara
Publisher:
ISBN: 9780494851791
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN: 9780494851791
Category :
Languages : en
Pages :
Book Description
Design of Concrete Structures Using High-strength Steel Reinforcement
Author: Bahram M. Shahrooz
Publisher: Transportation Research Board
ISBN: 030915541X
Category : Science
Languages : en
Pages : 83
Book Description
TRB's National Cooperative Highway Research Program (NCHRP) Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement evaluates the existing American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications relevant to the use of high-strength reinforcing steel and other grades of reinforcing steel having no discernible yield plateau. The report also includes recommended language to the AASHTO LRFD Bridge Design Specifications that will permit the use of high-strength reinforcing steel with specified yield strengths not greater than 100 ksi. The Appendixes to NCHRP Report 679 were published online.
Publisher: Transportation Research Board
ISBN: 030915541X
Category : Science
Languages : en
Pages : 83
Book Description
TRB's National Cooperative Highway Research Program (NCHRP) Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement evaluates the existing American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications relevant to the use of high-strength reinforcing steel and other grades of reinforcing steel having no discernible yield plateau. The report also includes recommended language to the AASHTO LRFD Bridge Design Specifications that will permit the use of high-strength reinforcing steel with specified yield strengths not greater than 100 ksi. The Appendixes to NCHRP Report 679 were published online.
Experimental and Theoretical Investigation on the Shear Behaviour of High Strength Reinforced Concrete Beams Using Digital Image Correlation
Author: Touhami Tahenni
Publisher:
ISBN:
Category : Computers
Languages : en
Pages : 0
Book Description
In this chapter an experimental investigation is carried out on high strength concrete beams without transverse reinforcement and with transverse reinforcement. The beams were tested in bending under two concentrated loads using the technique of digital image correlation. In the test setup, the shear zone which is defined by the area of beam between the support point and the loading point was studied by the camera of high resolution. The Gom-Aramis software was used to record and analyse the numerical images by determination of the deformation of concrete in the compressed zone of the beam, to calculate the opening, the spacing and the length of the diagonal cracks. The experimental shear strength of the beams was compared with the theoretical values predicted by the different design codes, such as the American ACI 318, the British Standard BS 8110, the European Eurocode 2, the New Zealand NZS 3101 and the Indian Standard IS456. The results show that all the design codes underestimate the contribution of high strength concrete to the shear resistance of reinforced concrete beams, and greatly overestimate the contribution of transverse reinforcement. The European Eurocode 2 is the only one among the four code models that gives the best prediction of the ultimate shear strength of high strength concrete.
Publisher:
ISBN:
Category : Computers
Languages : en
Pages : 0
Book Description
In this chapter an experimental investigation is carried out on high strength concrete beams without transverse reinforcement and with transverse reinforcement. The beams were tested in bending under two concentrated loads using the technique of digital image correlation. In the test setup, the shear zone which is defined by the area of beam between the support point and the loading point was studied by the camera of high resolution. The Gom-Aramis software was used to record and analyse the numerical images by determination of the deformation of concrete in the compressed zone of the beam, to calculate the opening, the spacing and the length of the diagonal cracks. The experimental shear strength of the beams was compared with the theoretical values predicted by the different design codes, such as the American ACI 318, the British Standard BS 8110, the European Eurocode 2, the New Zealand NZS 3101 and the Indian Standard IS456. The results show that all the design codes underestimate the contribution of high strength concrete to the shear resistance of reinforced concrete beams, and greatly overestimate the contribution of transverse reinforcement. The European Eurocode 2 is the only one among the four code models that gives the best prediction of the ultimate shear strength of high strength concrete.
Studies on Shear Strength of High Performance Concrete Beams
Author: P. Y. L. Kong
Publisher:
ISBN:
Category : Bars (Engineering)
Languages : en
Pages : 336
Book Description
Publisher:
ISBN:
Category : Bars (Engineering)
Languages : en
Pages : 336
Book Description
Investigation of Shearing Stresses in Reinforced Concrete Beams
Author: Wilhelm Neilson
Publisher:
ISBN:
Category : Strains and stresses
Languages : en
Pages : 218
Book Description
Publisher:
ISBN:
Category : Strains and stresses
Languages : en
Pages : 218
Book Description
The Shear Strength of Reinforced Concrete Beams
Author: Armas Laupa
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 416
Book Description
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 416
Book Description
Tests and Definition of Maximum Shear Capacity of Reinforced Concrete Structures
Evaluation of Shear Strength of High Strength Concrete Beams
Author: Attaullah Shah
Publisher: LAP Lambert Academic Publishing
ISBN: 9783659162510
Category :
Languages : en
Pages : 312
Book Description
The book is recommended for the research graduate students perusing their research in the fields of high performance and high strength concrete with special reference to shear properties. The findings of the research can also be used by the graduate students interested in the in-depth analysis of Building Codes provisions of High Strength and High Performance Concrete. The book is recommended for use of the students interested to study the behavior of High Strength Concrete beams as well. The book involves analytical study of the high strength concrete beams on the basis of various parameters such as longitudinal steel ratio, shear span to depth ratio, web reinforcement etc. The contribution of web steel to the shear capacity of the beams has also been analyzed. 70 beams have been tested to verify these parameters. The results of the shear capacity of the high strength concrete beams have been compared with the provisions of the various building and bridges codes, most commonly practiced by the designers and engineers of concrete structures. The study of disturbed region in concrete structures provides the basic knowledge for the detailed research by the interested students....
Publisher: LAP Lambert Academic Publishing
ISBN: 9783659162510
Category :
Languages : en
Pages : 312
Book Description
The book is recommended for the research graduate students perusing their research in the fields of high performance and high strength concrete with special reference to shear properties. The findings of the research can also be used by the graduate students interested in the in-depth analysis of Building Codes provisions of High Strength and High Performance Concrete. The book is recommended for use of the students interested to study the behavior of High Strength Concrete beams as well. The book involves analytical study of the high strength concrete beams on the basis of various parameters such as longitudinal steel ratio, shear span to depth ratio, web reinforcement etc. The contribution of web steel to the shear capacity of the beams has also been analyzed. 70 beams have been tested to verify these parameters. The results of the shear capacity of the high strength concrete beams have been compared with the provisions of the various building and bridges codes, most commonly practiced by the designers and engineers of concrete structures. The study of disturbed region in concrete structures provides the basic knowledge for the detailed research by the interested students....
Behavior of Reinforced Concrete Deep Beams Under Static and Dynamic Loading
Author: Fred W. Beaufait
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 74
Book Description
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 74
Book Description