Dynamic Fracture Toughness of Sandstone Masonry Beams Bound with Fiber-Reinforced Mortars-Reference-Cited by-同舟云学术

Dynamic Fracture Toughness of Sandstone Masonry Beams Bound with Fiber-Reinforced Mortars

Published:2014-01 Issue:1 Volume:26 Page:125-133
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Islam Md. Toihidul¹,Bindiganavile Vivek²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2 (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.1943-5533.0000704

Reference30 articles.

1. American Concrete Institute (ACI). (1996). “Report on fibre reinforced concrete.” 544.R1 Farmington Hills MI.

2. Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materials

3. Predicting the flexural postcracking performance of steel fiber reinforced concrete from the pullout of single fibers;Armelin H. S.;ACI Mater. J.,1997

4. Armwood C. Sorensen A. Skourup B. and Erdogmus E. (2008). “Fibre reinforced mortar mixtures for the reconstruction and rehabilitation of existing masonry structures.” Proc. AEI 2008–Building Integrated Solutions ASCE Denver CO 24–26.

5. ASTM. (2007a). “Standard test method for flow of hydraulic cement mortar.” C-1437 West Conshohocken PA.

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