Strength and Modulus Degradation of Carbon Fiber-Reinforced Polymer Laminates from Fiber Misalignment-Reference-Cited by-同舟云学术

Strength and Modulus Degradation of Carbon Fiber-Reinforced Polymer Laminates from Fiber Misalignment

Published:2002-08 Issue:4 Volume:14 Page:320-326
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yang Xinbao¹,Nanni Antonio²,Haug Stephen²,Sun Chung Leung²

Affiliation:

1. PhD, Modjeski and Masters, Inc., 804 N. 1st St., St. Louis, MO 63102.

2. Center for Infrastructure Engineering Studies, Univ. of Missouri-Rolla, Rolla, MO 65409.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282002%2914%3A4%28320%29

Reference11 articles.

1. ASTM. (1995). “Standard test method for tensile properties of polymer matrix composite material.” ASTM D3039/D3039M West Conshohocken Pa.

2. Dolan C. W. Rizkalla S. H. and Nanni A. (1999). “Fiber reinforced polymer reinforcement for reinforced concrete structures.” Proc. 4th Int. Symposium American Concrete Institute Farmington Hills Mich.

3. Tensile strength and its scatter of unidirectional carbon fiber reinforced composites.;Hamada H.;J. Reinf. Plast. Compos.,1997

4. Influence of clamping method on tensile properties of unidirectional CFRP in 0° and 90° directions — round robin activity for international standardization in Japan

5. MBrace composite strengthening system engineering design guideline . (1998). 2nd Ed. Structural Preservation Systems Cleveland.

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