Development length of straight GFRP and CFRP bars embedded in normal weight concrete
"This thesis presents an analytical study performed on concrete girders reinforced with FRP bars with the goal of evaluating current ACI 440 design equations for FRP development lengths. The analytical model is based on finite element formulation of embedded bar problems with inelastic constitutive laws for the constituent materials...The analytical study resulted in the proposal of a refined design equation for development length of FRP bars for consideration by current building and bridge design codes"--Abstract, leaf iii.
Ayoub, Ashraf Salah Eldin
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri--Rolla
viii, 85 leaves
© 2007 Nathan Gabriel Newman, All rights reserved.
Thesis - Citation
Library of Congress Subject Headings
Reinforced concrete -- Research
Reinforcing bars -- Evaluation
Print OCLC #
Link to Catalog Record
Full-text not available: Request this publication directly from Missouri S&T Library or contact your local library.http://laurel.lso.missouri.edu/record=b6196243~S5
Newman, Nathan, "Development length of straight GFRP and CFRP bars embedded in normal weight concrete" (2007). Masters Theses. 5967.
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