Experimental investigation of steel fibers effect on the cyclic behavior of flexural members with moderate ductility

Author:

Rajabzadeh Gatabi Hamed,Celikag MurudeORCID,Akbarzadeh Bengar Habib

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference107 articles.

1. Experimental investigations and verification of debonding strain of RHSC continuous beams strengthened in flexure with externally bonded FRPs;Bengar;Mater Struct,2010

2. Sagging and hogging strengthening of continuous unbonded posttensioned HSC beams by NSM and EBR;Ghasemi;J Compos Constr,2016

3. Analytical study on tensile strength of concrete;Madandoust;Roman J Mater,2017

4. A new anchorage system for CFRP strips in externally strengthened RC continuous beams;Bengar;J Build Eng,2020

5. Effect of concrete strength and longitudinal reinforcement arrangement on the performance of reinforced concrete beams strengthened using EBR and EBROG methods;Sabzi;Eng Struct,2020

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