Evaluation of the Effectiveness of Strengthening Intervention by CFRP on MRWA Bridge No. 3014

Author:

Zanardo Giovanna1232,Hao Hong1232,Xia Yong1232,Deeks Andrew J.1232

Affiliation:

1. Main Roads of Western Australia, Don Aitken Centre, Waterloo Crescent, East Perth, WA 6004, Australia.

2. Professor, School of Civil and Resource Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009.

3. Assistant Professor, School of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference27 articles.

1. Alkhrdaji T. Nanni A. Chen G. and Barker M. (1999). “Destructive and nondestructive testing of bridge J857 Phelps County Missouri-Strengthening to failure of bridge decks (Volume I).” CIES 99–08A Centre for Infrastructure Engineering Studies (CIES) Univ. of Missouri-Rolla Rolla Mo.

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI Committee 440 Farmington Hills Mich.

3. BG&E (BGE). (2001a). “Bridge N. 3014 on Walkaway-Nangetty Road over Greenough River shire of Greenough—Load rating report.” Ref. 10369.04–004/3014 Rev 1 Perth WA Australia.

4. BG&E (BGE). (2001b). “Engineering report on material testing and the implications to rated load capacity for Bridges 795 205 and 3014.” Ref. 10369.04–005 Rev 0 Perth WA Australia.

5. BG&E (BGE). (2004a). “Bridge N. 3014 Walkaway-Nangetty Road Midwest Region shire of Greenough—Work Summary Report.” Ref. 11285.00–037/3014 Report N.01 Rev A Perth WA Australia.

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