Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/100836
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Type: Journal article
Title: Concrete shear-friction material properties: derivation from actively confined compression cylinder tests
Author: Chen, Y.
Visintin, P.
Oehlers, D.
Citation: Advances in Structural Engineering, 2015; 18(8):1173-1185
Publisher: SAGE Publishing
Issue Date: 2015
ISSN: 1369-4332
2048-4011
Statement of
Responsibility: 
Y. Chen, P. Visintin and D.J. Oehlers
Abstract: A commonly used material property of concrete is the compressive stressstrain relationship obtained from both unconfined and actively confined cylinder tests. In this paper, it is shown how these relatively readily available and inexpensive compression tests can be used to quantify the shear-friction material properties across potential sliding planes, that is the relationship between the shear stress, normal stress, crack widening and interface slip across an initially uncracked concrete sliding plane. The importance and application of shear-friction properties is illustrated in a companion paper where it is then shown how these shear-friction material properties for initially uncracked sliding planes can be used to quantify the shear-sliding capacity of reinforced concrete and consequently the shear capacity of RC beams of all sizes.
Keywords: Shear friction; uncracked concrete; material properties; actively confined concrete; concrete softening; size effect
Rights: Copyright © 2015, © SAGE Publications
RMID: 0030033910
DOI: 10.1260/1369-4332.18.8.1173
Grant ID: http://purl.org/au-research/grants/arc/DP0985828
Published version: http://multi-science.atypon.com/doi/abs/10.1260/1369-4332.18.8.1173
Appears in Collections:Civil and Environmental Engineering publications

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