ACI R Guide for Structural Lightweight-Aggregate Concrete ACI R Guide for the Design and Construction of Externally Bonded FRP Systems. 7 Nov BONDED FRP SYSTEMS FOR. STRENGTHENING CONCRETE. STRUCTURES. ACI Document R Printed July ACI R, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures,” American Concrete Institute.
|Published (Last):||19 April 2013|
|PDF File Size:||15.26 Mb|
|ePub File Size:||2.71 Mb|
|Price:||Free* [*Free Regsitration Required]|
Any applicable errata are included with individual documents at the time of purchase. Studying in this way the transfer of forces from the open hoop FRP strips, it could be demonstrated that when this type of retrofitting was accompanied with a properly designed anchoring device, a significant increase in the bearing capacity of the tested specimens ack observed.
For a listing of and access to all product errata, visit the Errata page. The proposed guidelines are based on the knowledge gained from experimental research, analytical work, and field applications of FRP systems used to strengthen concrete structures.
ManosKostas V. FRP strengthening systems use FRP composite materials as supplemental externally bonded reinforcement. Choose Product Language English. Design Optimization of Reinforced Concrete Frames.
Due to the characteristics of FRP materials as well as the behavior of members strengthened with FRP, specific guidance on the use of these systems is needed.
Open Journal of Civil EngineeringVol. Fiber-reinforced polymer FRP systems for strengthening concrete structures acl an alternative to traditional strengthening techniques, such as steel plate bonding, section enlargement, and external post-tensioning. Chapter 12—Strengthening of members subjected to axial force or combined axial and bending forces. Debonding of the FRP strips or failure of the anchoring device 4440.2r-08, as was to be expected, in relatively unsatisfactory FRP material exploitation.
These items are not eligible for return.
The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. Appendix D—Methodology for computation of simplified P-M interaction diagram for noncircular columns.
Scientific Research An 4440.2r-08 Publisher. FRP systems offer advantages over traditional strengthening techniques: This document offers general information on the history and sci of FRP strengthening systems; a description of the unique material properties of FRP; and committee recommendations on the engineering, construction, and inspection of FRP 440.2e-08 used to strengthen concrete structures.
A novel loading arrangement was utilized to apply the necessary forces to these unit beam specimens together with instrumentation capable of capturing the behaviour of these specimens up to failure. Errata are not included for collections or sets of documents such as the ACI Collection. Moreover, the observed failure was that of the fracture of the FRP strips for all such specimens.
The highest degree of FRP material exploitation was achieved in the specimen that utilizes a patented anchoring device together with two layers of SFRP strips.