Flexural Response of Steel Beams Strengthened with Partial-Length CFRP Plates-Reference-Cited by-同舟云学术

Flexural Response of Steel Beams Strengthened with Partial-Length CFRP Plates

Published:2005-08 Issue:4 Volume:9 Page:296-303
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Lenwari Akhrawat¹²³,Thepchatri Thaksin¹²³,Albrecht Pedro¹²³

Affiliation:

1. Post-Doctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.formerly, Graduate Student, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

2. Professor, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 4201 Woodberry St., University Park, MD 20782.E-mail:

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%291090-0268%282005%299%3A4%28296%29

Reference16 articles.

1. Al-Saidy A. H. (2001). “Structural behavior of composite steel beams strengthened/repaired with carbon fiber reinforced polymer plates.” PhD thesis Iowa State University Ames Iowa.

2. Two Edge-Bonded Elastic Wedges of Different Materials and Wedge Angles Under Surface Tractions

3. On the singular behavior at the vertex of a bi-material wedge

4. Lenwari A. (2002). “Terminal distances for CFRP plates adhesively bonded to steel girders.” PhD thesis Chulalongkorn University Bangkok Thailand.

Cited by 48 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. Analytical modeling of stress concentration in composite box girders;Engineering Research Express;2024-02-14

2. Effect of Longitudinal Stiffeners on Flexural Behavior of Box Beams: A State-of-the-Art Review;Journal of The Institution of Engineers (India): Series A;2023-03-14

3. Flexural Performance of Steel Beams Strengthened by Fastened Hybrid FRP Strips Utilizing Staggered Steel Bolts;Buildings;2022-12-06

4. Interfacial Bond-Slip Model for CFRP Plate Externally Bonded to Corroded Steel Plate;Materials;2022-11-28

5. Fatigue Crack Propagation Prediction of Corroded Steel Plate Strengthened with Carbon Fiber Reinforced Polymer (CFRP) Plates;Polymers;2022-11-04