Theoretical Analysis of the Flexural Strength and Behaviour of Unbonded Partially Prestressed Concrete Beams and Slabs with and Without Bonded Reinforcement PDF Download
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Author: Chor Suan Tan
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 244
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Book Description
Author: Chor Suan Tan
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 244
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Book Description
Author: Jimmy Yan Kit Chan
Publisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 244
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Book Description
Author: Vincent James Savariar
Publisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 216
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Book Description
Author: Harry L. Johnson
Publisher:
ISBN:
Category :
Languages : en
Pages : 166
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Book Description
Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 594
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Book Description
Author:
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 476
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Book Description
Author: Ashraf Elzanaty
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Book Description
Author: Robert Park
Publisher: John Wiley & Sons
ISBN: 9780471348504
Category : Technology & Engineering
Languages : en
Pages : 736
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Book Description
Unter "bewehrtem Beton" versteht man eine Kombination von Beton mit anderen, verstärkenden Materialien (meist Stahl). Aus Stahlbetonplatten werden nicht nur Häuser gebaut, sondern auch Straßen und Mauern. Bauingenieure müssen die Merkmale und Einsatzfelder dieser Werkstoffe kennen und Belastungsgrenzen abschätzen. Dieses Buch, das einzige seiner Art, dient Praktikern und Studenten der Bautechnik als kompetenter Begleiter. (01/00)
Author:
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 1150
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Book Description
Author: Yu Huang
Publisher: Cambridge Scholars Publishing
ISBN: 152755354X
Category : Technology & Engineering
Languages : en
Pages : 305
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Book Description
This book details the theory and applications of finite element (FE) modeling of post-tensioned (PT) concrete structures, and provides the updated MATLAB code (as of 2019). The challenge of modeling PT prestressed concrete structures lies in the treatment of the interface between the concrete and prestressing tendons. Using MATLAB, this study develops an innovative nonlinear FE formulation which incorporates contact techniques and engineering elements to considerably reduce the need of computational power. This FE formulation has the ability to simulate different PT frame systems with fully bonded, fully unbonded or partially bonded tendons, as well as actual sliding behavior and frictional effects in the tendons. It also allows for the accurate simulation of anchor seating loss.
