Response of RC T-Beams Strengthened for Flexure with Staggered CFRP Plates-Reference-Cited by-同舟云学术

Response of RC T-Beams Strengthened for Flexure with Staggered CFRP Plates

Published:2001-08 Issue:3 Volume:5 Page:188-199
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wang Y. C.¹²,Restrepo J. I.¹²

Affiliation:

1. Asst. Prof., Dept. of Civ. Engrg., Nat. Central Univ., Chung-li, Taiwan.

2. Assoc. Prof., Dept. of Struct. Engrg., Univ. of California at San Diego, San Diego, CA 92037.

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%282001%295%3A3%28188%29

Reference10 articles.

1. Arduini M. and Nanni A. ( 1997). “Parametric study of beams with externally bonded FRP reinforcement.” ACI Struct. J. 94(5) 493–501.

2. Collins M. P. and Mitchell D. ( 1991). Prestressed concrete structures Prentice-Hall Englewood Cliffs N.J.

3. Design manual for Tyfo fibrwrap system—Rev. 1 . (1988). Fyfe Co. LLC San Diego.

4. Malek A. M. Saadatmanesh H. and Ehasani M. R. ( 1998). “Prediction of failure load of R/C beams strengthed with FRP plate due to stress concentration at the plate end.” ACI Struct. J. 95(1) 142–152.

5. Meier U. and Kaiser H. ( 1991). “Strengthening of structures with CFRP laminates.” Proc. Conf. on Adv. Compos. Mat. in Civ. Engrg. Struct. ASCE New York 224–232.

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