Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter.
Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.
OCR for page 21
21
Nail
Bolt (50 mm)
Thin CFRP
Plate Sheet
Type 1 Type 2
Nail type Sub-version of type 3
Upper Plate Welding
Angled Plate Bolt
Bolt (130 mm)
Lateral Plate
Type 3 Type 4
Semi-closed type Closed type
Figure 2.7. Anchoring methods of CFRP sheets.
2.5 Current Codes/Guidelines/ nally bonded FRP based on failure modes. FRP rupture is the
Specifications likely mode of failure for complete wrapping applications and
the ultimate strain of the FRP can be used for calculation of
Design procedures for shear strengthening of concrete the shear contribution of FRP, with the use of a strength
structures with externally bonded FRP are available in various reduction factor of 0.75. However, the ultimate strain is lim-
forms (e.g., codes, guidelines, and specifications). ited to 0.004 in order to maintain aggregate interlock. For
The Guide for the Design and Construction of Externally U-wrap and side bonding applications, both FRP debonding
Bonded FRP Systems for Strengthening Concrete Structures (ACI and rupture are potential failure modes, and the shear con-
440, 2008) was developed based on ACI 318-08 (ACI 318, tribution of the FRP should be investigated for each failure
2008). This guide determines the shear contribution of exter- mode with the lesser value used for design. The analytical
(a) Shallow embedment (b) Deep embedment
depth depth
Figure 2.8. Specimen details (Schuman 2004).
