A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance of Carbon Fiber Reinforced Polymer (CFRP) Tendons and their use for Strengthening of Prestressed Concrete Beams
The purpose of this study was to investigate the performance of Carbon Fiber Reinforced Polymer (CFRP) tendons and their use for strengthening of prestressed concrete beams. The study involved two phases. In the first phase, the performance and ultimate strength of CFRP tendons were investigated, with emphasis on the performance and ultimate strength of the tendon under combined axial load and harping. In the second phase, the performance of prestressed concrete beams strengthened by using exterior post-tensioned CFRP tendons was investigated. The second phase also included the development of an analytical model for predicting the behavior of strengthened beams and conducting a limited parametric study of prestressed concrete beams strengthened by exterior post-tensioned tendons. At the completion of all fatigue and sustained loading tests, residual strength tests were conducted under combined axial load and harping.
Performance of Carbon Fiber Reinforced Polymer (CFRP) Tendons and their use for Strengthening of Prestressed Concrete Beams
The purpose of this study was to investigate the performance of Carbon Fiber Reinforced Polymer (CFRP) tendons and their use for strengthening of prestressed concrete beams. The study involved two phases. In the first phase, the performance and ultimate strength of CFRP tendons were investigated, with emphasis on the performance and ultimate strength of the tendon under combined axial load and harping. In the second phase, the performance of prestressed concrete beams strengthened by using exterior post-tensioned CFRP tendons was investigated. The second phase also included the development of an analytical model for predicting the behavior of strengthened beams and conducting a limited parametric study of prestressed concrete beams strengthened by exterior post-tensioned tendons. At the completion of all fatigue and sustained loading tests, residual strength tests were conducted under combined axial load and harping.
Performance of Carbon Fiber Reinforced Polymer (CFRP) Tendons and their use for Strengthening of Prestressed Concrete Beams
C. VanJerrett (author)
1997
263 pages
Report
No indication
English
Composite Materials , Carbon & Graphite , Fibers & Textiles , Construction Materials, Components, & Equipment , Construction Equipment, Materials, & Supplies , Polymers , Beams(Structural) , Fiber reinforced composites , Carbon fibers , Tendons , Prestressed concrete , Test and evaluation , Mathematical models , Parametric analysis , Loading(Handling) , Loads(Forces) , Failure , Test methods , Bending , Strength(Mechanics) , Plates , Residuals , Tension , Strength(General) , Fatigue tests(Mechanics) , Axial loads , Carbon fiber reinforced polymers
Flexural Capacity of Concrete Beams Prestressed with Carbon Fiber Reinforced Polymer (CFRP) Tendons
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Flexural Capacity of Concrete Beams Prestressed with Carbon Fiber Reinforced Polymer (CFRP) Tendons
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| British Library Online Contents | 2019