Seismic flexural behavior of CFRP strengthened reinforced concrete beams secured with fiber anchors
Author:
Funder
University of Bisha
California State University, Chico
Simpson Strong-Tie
Publisher
Elsevier BV
Reference25 articles.
1. Bond slip analysis of FRP-strengthened beams;Rasheed;J Eng Mech ASCE,2002
2. Effects of ratio of CFRP plate length to shear span and end anchorage on flexural behavior of SCC R/C beams;Tamimi;J Compos Constr ASCE,2011
3. An efficient design procedure for flexural strengthening of RC beams based on ACI 440.2R-08;Saqan;Compos Part B Eng,2013
4. The influence of CFRP anchorage on achieving sectional flexural capacity of strengthened concrete beams;Rasheed;Fibers,2015
5. Full-range load-deflection response of FRP strengthened RC flexural members anchored with FRP anchors;Smith;J Compos Struct,2017
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