Doctoral Dissertations
Date of Award
8-2003
Degree Type
Dissertation
Degree Name
Doctor of Philosophy
Major
Civil Engineering
Major Professor
Richard Bennett
Committee Members
Edwin Burdette, Eric Drumm, Chris Pionke
Abstract
This thesis presents the results of an analytical probabilistic based design procedure for concentrically loaded compression members and simply supported beams of fiber-reinforced polymeric (FRP) composite materials. Resistance factors for use in an LRFD format are developed for columns for both flexural buckling and local buckling of doubly symmetric sections, both flexural buckling and flexural-torsional buckling of equal leg angles, and material failure. Resistance factors are developed for lateral-torsional buckling of simply supported doubly symmetric beams loaded with concentrated vertical loads at mid-spans. The developed resistance factors are a function of the coefficient of variation of the appropriate material properties. The proposed resistance factors were determined to provide a reliability index of 3.0 for stability failure modes and a reliability index of 3.5 for the material failure mode.
Recommended Citation
Alqam, Maha Khader, "Probabilistic Based Design of FRP Structures. " PhD diss., University of Tennessee, 2003.
https://trace.tennessee.edu/utk_graddiss/1955