Time-Dependent Reliability Analysis of FRP Rehabilitated Pipes

Author:

Lee Luke S.123,Estrada Hector123,Baumert Mike123

Affiliation:

1. Dept. of Civil Engineering, Univ. of the Pacific, 3601 Pacific Ave., Stockton, CA 95211 (corresponding author).

2. Dept. of Civil Engineering, Univ. of the Pacific, 3601 Pacific Ave., Stockton, CA 95211.

3. British Columbia Institute of Technology, Burnaby, BC, Canada V5G 3H2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference24 articles.

1. Determination of volume fraction values of filament wound glass and carbon fiber-reinforced composites;Abdalla F. H.;APRN J. Eng. Appl. Sci.,2008

2. Probabilistic analysis of underground pipelines subject to combined stresses and corrosion

3. ASCE. (2009). “Report card for America’s infrastructure.” ⟨http://www.asce.org/reportcard/2009/⟩ (Feb. 23 2009).

4. ASTM. (2008). “Standard practice for rehabilitation of existing pipelines and conduits by pulled-in-place installation of cured-in-place thermosetting resin pipe (CIPP).” F1743-08 West Conshohocken Pa.

5. ASTM. (2009). “Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube.” F1216-09 West Conshohocken Pa.

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