Pull-out behaviour of spiral-shaped steel fibres from normal-strength concrete matrix-Reference-Cited by-同舟云学术

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Pull-out behaviour of spiral-shaped steel fibres from normal-strength concrete matrix

Published:2017-05 Issue: Volume:139 Page:34-44
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Hao Yifei^ORCID,Hao Hong

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Rate effect on pullout behavior of steel fibers embedded in very-high strength concrete;Abu-Lebdeh;Am. J. Eng. Appl. Sci.,2010

2. ACI Committee 544, Design Considerations for Steel Fiber Reinforced Concrete, 1999.

3. Effect of mechanical clamping on the pull-out response of hooked steel fibers embedded in cementitious matrices;Alwan;Concr. Sci. Eng.,1999

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

5. ASTM, Standard test method for compressive strength of cylindrical concrete specimens. C 39/C 39M, 2006.

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1. Pull-out behavior of twin-twisted steel fibers from various strength cement-based matrices;Construction and Building Materials;2024-09

2. Transient mode-III problem of the elastic matrix with a line inclusion;Mathematics and Mechanics of Solids;2024-07-26

3. Effects of fiber spacing and inclination on the pull-out behaviors of arc-shaped fibers in brittle SIFCON matrix;Construction and Building Materials;2024-03

4. Pullout behavior of single arc-shaped steel fiber from brittle SIFCON matrix with various embedment lengths and inclination angles;Construction and Building Materials;2024-03

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