Damage Assessment and Ductility Evaluation of Post Tensioned Beams with Hybrid FRP Tendons-Reference-Cited by-同舟云学术

Damage Assessment and Ductility Evaluation of Post Tensioned Beams with Hybrid FRP Tendons

Published:2011-06 Issue:3 Volume:15 Page:274-283
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Liang Yujin¹²³,Sun Changsen¹²³,Ansari Farhad¹²³

Affiliation:

1. Research Scientist, Smart Sensor and NDT Lab, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, Chicago, IL 60607.

2. Visiting Professor, Smart Sensor and NDT Lab, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, Chicago, IL 60607.

3. Professor and Head, Smart Sensor and NDT Lab, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, Chicago, IL 60607 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000166

Reference34 articles.

1. Ductility of Concrete Beams Reinforced with FRP Bars and Steel Fibers

2. ASTM. (2008). “Standard test method for tensile properties of plastics.” ASTM-D638 West Conshohocken PA.

3. Deformability of concrete beams with unbonded FRP tendons

4. Self-monitoring, pseudo-ductile, hybrid FRP reinforcement rods for concrete applications

5. Belarbi A. Chandrashekhara K. and Watkins S. E. (1999). “Performance evaluation of fiber reinforced polymer reinforcing bar featuring ductility and health monitoring capability.” 4th Int. Symp.: Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures SP 188 1–12.

Cited by 17 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Theoretical Study of Self-Balancing Pretensioned CFRP Cable Braces for Seismic Resistance of Buildings;Journal of Composites for Construction;2024-08

2. Hysteretic performance of prestressed concrete beams with AFRP tendons under cyclic loading;Structural Concrete;2023-09-14

3. Flexural capacity estimation of FRP reinforced T-shaped concrete beams via soft computing techniques;COMPUT CONCRETE;2023

4. Durability of graphene-modified epoxy vinyl resin served as matrix phase of composite bar in simulated concrete environment;Journal of Building Engineering;2023-06

5. Cyclic behavior of polypropylene fiber reinforced concrete beams with prestressed CFRP tendons and nonprestressed steel bars;Engineering Structures;2023-01