Fatigue Assessment of Fiber-Reinforced Concrete Using 1,200-mm Diameter Round Panels

Author:

Bernard E. S.1,Reid S. G.2

Affiliation:

1. Director, Technologies in Structural Engineering Pty Ltd., P.O. Box 763, Penrith, NSW 2750, Australia (corresponding author).

2. Retired, Associate Professor, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. Assessment of fatigue parameters of dental resin composites using dynamic fatigue testing

2. Round-robin analysis of the RILEM TC 162-TDF beam-bending test: Part 1—Test method evaluation

3. Correlations in the behaviour of fibre reinforced shotcrete beam and panel specimens

4. Development of a 1200 mm diameter round panel test for post-crack assessment of fiber reinforced concrete;Bernard E. S.;Adv. Civ. Eng. Mater.,2013

5. Post crack performance of fibre reinforced concrete and its effect on the apparent cracking load of slabs;Bernard E. S.;Aust. J. Struct. Eng.,2016

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