Review article

Analysis of slender piers reinforced with FRP bars

Ivan Tomičić

Abstract

The analysis of slender piers reinforced with eccentrically stressed FRP bars is presented. The use of procedure for determining internal forces within a deformed system, used for steel reinforcement, is proposed. At that for the bending moment increase, the reduction factor is used and the modified expression is applied for flexural stiffness calculation. An algorithm for the analysis of short piers is presented. Results for the example presented in the paper are compared with those obtained on the project described in paper [7].

Keywords

FRP bar; slender pier; analysis; eccentric pressure; reduction factor; flexural stiffness

Hrčak ID:

9369

URI

https://hrcak.srce.hr/9369

Publication date:

14.3.2005.

Article data in other languages: croatian

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