Parametric Study of the Use of Strain Softening/Hardening FRC for RC Elements Failing in Bending-Reference-Cited by-同舟云学术

Parametric Study of the Use of Strain Softening/Hardening FRC for RC Elements Failing in Bending

Published:2012-03 Issue:3 Volume:24 Page:259-274
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Taheri Mahsa¹²¹,Barros Joaquim A. O.¹²¹,Salehian Hamidreza¹²¹

Affiliation:

1. Ph.D. Student, ISISE, Dept. Civil Eng., Minho Univ., Guimarães, Portugal.

2. Full Prof., ISISE, Dept. Civil Eng., Minho Univ., Guimarães, Portugal (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000373

Reference27 articles.

1. American Concrete Institute (ACI). (2010). “Report on the physical properties and durability of fiber-reinforced concrete.” Reported by ACI Committee 544 Rep. 544.5R-10 ACI Farmington Hills MI.

2. Barragán B. E. (2002). “Failure and toughness of steel fiber reinforced concrete under tension and shear.” Ph.D. thesis Univ. Politécnica de Catalunya Barcelona Spain.

3. Barros J. A. O. (2008). “Steel fiber reinforced self-compacting concrete—From the material characterization to the structural analysis.” 1st Spanish Congress on Self-Compacting Concrete B. Barragán A. Pacios and P. Serna eds. Valencia Spain 31–58.

4. Flexural Behavior of SFRC: Testing and Modeling

5. Flexural behavior of reinforced masonry panels;Barros J. A. O.;ACI Struct. J.,2006

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