Study of Deflection, Cracking and Ultimate Strength of Partially and Fully Prestressed Concrete Beams

Study of Deflection, Cracking and Ultimate Strength of Partially and Fully Prestressed Concrete Beams PDF Author: Kenan Mostafa Arshad
Publisher:
ISBN:
Category :
Languages : en
Pages : 252

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Study of Deflection, Cracking and Ultimate Strength of Partially and Fully Prestressed Concrete Beams

Study of Deflection, Cracking and Ultimate Strength of Partially and Fully Prestressed Concrete Beams PDF Author: Kenan Mostafa Arshad
Publisher:
ISBN:
Category :
Languages : en
Pages : 252

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Cracking, Deflection and Ultimate Strength of Partiallly Stressed Concrete Beams

Cracking, Deflection and Ultimate Strength of Partiallly Stressed Concrete Beams PDF Author: Murad Jaafar
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 144

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Te primary objective of this experimental investigation was to study flexural cracking behaviour and deflection of partially prestressed post tensioned beams. Fourteen T beams with various combinations of prestressed steel wires adn non prestressed steel bars were tested to failure. Each beam was simply supported on a simple span of 2.74m and was subjected to two symmetrical point loads. The number of prestressed steel wires and the non prestressed deformed bars was selected as being the main controlling parameter ofthis experimental investigation. The deflection, strain distribution and crack width of concrete beams were recorded at different loading stages. The experimental results form tests were compared with theoretical analysis and other empirical formulate as proposed by some researchers. It was observed that the crack initiation and propagation in partially prestressed beams with unbonded tendons depended on many factoes. The results agreed well with the findings os some researchers but were not in close agreement with other workers possibly because the beams were subjected to different conditions particularly due to unbonded tendons.

DEFORMATION AND CRACKING OF PARTIALLY PRESTRESSED CONCRETE BEAMS UNDER STATIC AND CYCLIC FATIGUE LOADING

DEFORMATION AND CRACKING OF PARTIALLY PRESTRESSED CONCRETE BEAMS UNDER STATIC AND CYCLIC FATIGUE LOADING PDF Author: Muhaned H. Harajli
Publisher:
ISBN:
Category :
Languages : en
Pages : 200

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Cracking in Partially Prestressed Concrete Beams Subjected to Repeatedly Applied Bending and Shear

Cracking in Partially Prestressed Concrete Beams Subjected to Repeatedly Applied Bending and Shear PDF Author: Lee Chow Wah
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 316

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Behavior and Ultimate Strength of Rectangular Reinforced Concrete Beams in Bending and High Shear

Behavior and Ultimate Strength of Rectangular Reinforced Concrete Beams in Bending and High Shear PDF Author: Zenon Albert Zielinski
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 84

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Flexural Behavior of Unbonded Post-tensioned Partially Prestressed Concrete Beams

Flexural Behavior of Unbonded Post-tensioned Partially Prestressed Concrete Beams PDF Author: Ashraf Elzanaty
Publisher:
ISBN:
Category : Flexure
Languages : en
Pages : 252

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Ultimate Flexural Strength of Prestressed Concrete Beams by Small Scale Model Analysis

Ultimate Flexural Strength of Prestressed Concrete Beams by Small Scale Model Analysis PDF Author: Nai-pei Chao
Publisher:
ISBN:
Category : Engineering models
Languages : en
Pages : 122

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Cracking in Prestressed Concrete Structures

Cracking in Prestressed Concrete Structures PDF Author: Grant T. Halvorsen
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 218

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Analysis and Design of Partially Prestressed Beams to Satisfy Serviceability Criteria

Analysis and Design of Partially Prestressed Beams to Satisfy Serviceability Criteria PDF Author: A. Siriaksorn
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 408

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Deformation of Concrete Structures

Deformation of Concrete Structures PDF Author: Dan E. Branson
Publisher: McGraw-Hill Companies
ISBN:
Category : Science
Languages : en
Pages : 584

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