Fatigue and Overloading Behavior of Steel–Concrete Composite Flexural Members Strengthened with High Modulus CFRP Materials-Reference-Cited by-同舟云学术

Fatigue and Overloading Behavior of Steel–Concrete Composite Flexural Members Strengthened with High Modulus CFRP Materials

Published:2007-12 Issue:6 Volume:11 Page:659-669
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Dawood M.¹²³,Rizkalla S.¹²³,Sumner E.¹²³

Affiliation:

1. Graduate Research Assistant, Constructed Facilities Laboratory, North Carolina State Univ., 2414 Campus Shore Dr., Campus Box 7533, Raleigh, NC 27695-7533.

2. Distinguished Professor of Civil Engineering and Construction, Constructed Facilities Laboratory, North Carolina State Univ., 2414 Campus Shore Dr., Campus Box 7533, Raleigh, NC 27695-7533.

3. Assistant Professor, Constructed Facilities Laboratory, North Carolina State Univ., 2414 Campus Shore Dr., Campus Box 7533, Raleigh, NC 27695-7533.

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%282007%2911%3A6%28659%29

Reference15 articles.

1. Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates

2. American Concrete Institute (ACI). (2002). ACI 440.2R-02 “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Farmington Hills Mich.

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