In vitro evaluation and comparison of reinforced concrete beams with and without polypropylene fibers reinforced with new HPFRCC technology

Volume 1, Issue 5 - Serial Number 5
October 2019
Pages 58-70

Document Type : Research Article

Author

Civil expert, CEO of Tarh Gostaresh Varna

Abstract
Since HPFRCC is a relatively new material, this study aimed to investigate the impact of HPFRCC on the performance of reinforced concrete beams by simultaneous testing of reinforced and non-reinforced specimens, with and without polypropylene fibers, by comparing the results of the test case. Investigate.

Keywords

1.Canbolat B. A. parra-Montesions. G.J and wight J.K 2005 “experimental study on the seismic behavior of high-performance fiber reinforced cement composite coupling beams” structural journal102(1), 151-166.
2-Ghassan K.Al.Chaar and Georgy E.lamb “Design of Fiber-Reinforced Polymer Materials for Seismic Rehabilitation of infilled Concrete structures “-December 2002- US Army Corps of Engineering –Fesearch and Development center Irancivilcenter. Com- the Constructiorr industry portal of iran copuright 2003-2002 iran civil Center, All rights reserved worldwide.
3. Jong Wha Bai “Seismic retrofit for reinforced concerete building structures” consequencebased Engineering (CEB)- institute final report- Texas University- August 2003.
4. Hemati, A.Kheyrodin .A, Sharbtadar. M,k,2013 “plastic hing rotation capacity of reinforced HPFRCC beam” journal of structural engineering ASCE.
5.Tetsuo yamakawa, mehdi banazadeh, shogo fujikawa” Emergency retrofit of Damaged RC columns right after seismic attack using pri-Tensioned aramid Fiber Belts” 1st conference on Application of FRP Composite in construction and Rehabilitation of Structures May 402004, Tehran, iran.
  • Receive Date 05 October 2019
  • Revise Date 14 October 2019
  • Accept Date 16 October 2019
  • First Publish Date 16 October 2019
  • Publish Date 23 September 2019