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: Robert Park
Publisher: John Wiley & Sons
ISBN: 9780471659174
Category : Technology & Engineering
Languages : en
Pages : 794
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Book Description
Sets out basic theory for the behavior of reinforced concrete structural elements and structures in considerable depth. Emphasizes behavior at the ultimate load, and, in particular, aspects of the seismic design of reinforced concrete structures. Based on American practice, but also examines European practice.
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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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.
