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Interpreting conservativeness in design criteria for flexural strengthening of concrete structures


Reference:

Kansara, K., Ibell, T., Darby, A. and Evernden, M., 2010. Interpreting conservativeness in design criteria for flexural strengthening of concrete structures. International Journal of Concrete Structures and Materials, 4 (1), pp. 25-36.

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Official URL:

http://dx.doi.org/10.4334/IJCSM.2010.4.1.025

Abstract

This paper presents the influence of various flexural strengthening design criteria specified by three important design guidelines (ACI440, TR55, FIB14) on the resulting strength, ductility and conservativeness of FRP strengthened RC elements. Various generalised mathematical relations in non-dimensional form are presented that can be employed to develop design aids for the FRP-strengthening process. A design methodology is prescribed based on these equations enabling the designer to optimally and intuitively incorporate sufficient ductility while designing for strength. In order to better interpret conservativeness within design codes, four distinct levels of embedded conservativeness are identified, which cover the entire range of sources of conservativeness. Finally, a detailed parametric study is presented, using the proposed design equations and methodology, to determine the influence of each of these four levels of conservativeness on final design solutions. Specific criteria that are useful while calibrating design guidelines are also presented.

Details

Item Type Articles
CreatorsKansara, K., Ibell, T., Darby, A. and Evernden, M.
DOI10.4334/IJCSM.2010.4.1.025
Uncontrolled Keywordsstrengthening, frp, flexural strengthening, conservativeness, concrete structure
DepartmentsFaculty of Engineering & Design > Architecture & Civil Engineering
Research CentresBRE Centre in Innovative Construction Materials
RefereedYes
StatusPublished
ID Code21238

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