Chapter
Sep 15, 2022
Strengthening the Trident Wharf Precast Planks with Advanced Composite Materials
Authors: Scott F. Arnold, M.ASCE [email protected], Christina Taborga [email protected], and Patrick Chang [email protected]Author Affiliations
Publication: Ports 2022
ABSTRACT
The Trident Wharf is located in the Port Canaveral in Cape Canaveral in the area known as the Space Coast. The wharf was constructed between 1975 and 1977 and required a major rehabilitation effort in order to continue operations. A critical aspect of the repair involved the strengthening of the prestressed precast concrete deck planks with carbon fiber reinforced polymers (CFRP). The use of CFRP was complicated by the fact that the existing corrosion and related concrete repairs created a potentially unreliable load path and required the consideration of mechanical anchorage. This paper will review the technical details and supporting structural testing related to anchoring composite laminates using composite anchors, while also emphasizing the required specification wording needed to qualify the design and the details that are not covered in the existing fiber reinforced polymer (FRP) codes or guidelines.
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REFERENCES
ACI (American Concrete Institute). 440.2R-08. (2008). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. ACI Committee 440.
ACI (American Concrete Institute). 355.4-11. (2011). Qualification of Post-Installed Adhesive Anchors in Concrete. ACI Committee 355.
ASTM. D7205/D7205-06. (2016). Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars. ASTM International, West Conshohocken, PA.
ASTM. E488/488M-18. (2018). Standard Test Methods for Strength of Anchors in Concrete Elements. ASTM International, West Conshohocken, PA.
Kim, I., et al. (2006). “Use of CFRP to Strengthen Poorly Detailed Reinforced Concrete Beams.” Proc. 3rd International Conference of FRP Composites in Civil Engineering, Miami.
Kim, I., et al. (2012). “Shear Strengthening of Reinforced and Prestressed Concrete Beams Using Carbon Fiber Reinforced Polymer (CFRP) Sheets and Anchors.” – Texas DOT.
Wang, Y., et al. (2000). “Retrofit of Reinforced Concrete Members Using Advanced Composite Materials.”, Department of Civil Engineering, Christchurch, New Zealand.
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Published online: Sep 15, 2022
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P.E.
1FyfeFRP LLC, Houston, TX. Email: [email protected]
S.E.
2Moffatt & Nichol, San Diego, CA. Email: [email protected]
P.E.
3Moffatt & Nichol, San Diego, CA. Email: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.