Fatigue Behavior and Nondestructive Evaluation of Full-Scale FRP Honeycomb Bridge Specimen-Reference-Cited by-同舟云学术

Fatigue Behavior and Nondestructive Evaluation of Full-Scale FRP Honeycomb Bridge Specimen

Published:2006-07 Issue:4 Volume:11 Page:420-429
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cole Thomas A.¹²³,Lopez Maria¹²³,Ziehl Paul H.¹²³

Affiliation:

1. Design Engineer, Modjeski and Masters, Inc., 1055 St. Charles Ave., Ste. 400, New Orleans, LA 70130.

2. Assistant Professor, Penn State Univ., Dept. of Civil and Environmental Engineering, 212 Sackett Building, University Park, PA 17059.

3. Assistant Professor, Univ. of South Carolina, Dept. of Civil and Environmental Engineering, 300 Main Street, Columbia, SC 29208. (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282006%2911%3A4%28420%29

Reference42 articles.

1. Alampalli S. and Kunin J. (2001). “Load testing of an FRP bridge deck on a truss bridge.” Rep. No. FHWA/NY/SR-01/137 Transportation Research and Development Bureau New York State Dept. of Transportation Albany N.Y.

2. ASME. (2000). “Reinforced thermoset plastic corrosion resistant equipment.” ASME RTP-1 New York.

3. ASME. (2004b). “Section X: Fiber-reinforced plastic pressure vessels.” Boiler and pressure vessel code New York.

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